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HomeMy WebLinkAboutStructural PlansC 0 0 C- a T 0 I 00 0 0 N N N 0 a� 0 r a c� z Q ry N I 0 I 0 cn t4 c� z 0 J D m V) 0 a U Q) U C Q) n 0 0 0 I / c 0 0 0 Q O U U) D n Q I Ln b4 THE LOFTS AT WOLF PEN CREEK DESIGN CRITERIA I. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. 2. 1605.1.1 - FLOOR LIVE LOADS: 40psf 3. 1605.1.2 - ROOF LIVE LOAD: 20psf 4. 1605.1.5 - ROOF SNOW LOAD: I. FLAT ROOF SNOW LOAD, Pf: 5psf 2. 5NOW EXPOSURE FACTOR, Cc: 0.,1 3. 5NOW LOAD IMPORTANCE FACTOR, Is: 1.0 4. THERMAL FACTOR, Ct: 1.0 5. 1603.1.4 - WIND DE516N DATA: I. BASIC. WIND SPEED, 3-SE60ND GUST: 75mph, QOmph 2. WIND IMPORTANCE FACTOR, Iw: 1.0 3. EXPOSURE CATEGORY: B 4. INTERNAL PRESSURE COEFFICIENT: 0.18 5. COMPONENTS AND CLADDING DESIGN WIND PRESSURES: RE: IQ/50-3 6. 1605.1.5 - EARTHQUAKE DESIGN DATA: I. SEISMIC IMPORTANCE FACTOR, le: 1.0 2. SEISMIC USE GROUP: 1 3. SPECTRAL RESPONSE ACCELERATIONS, Ss 4 51: 0.107 4 0.046 4. 51TE CLA55: D 5. SEISMIC DESIGN CATEGORY: B 6. BASIC SEISMIC FORGE RE515TING SYSTEM: LIGHT FRAMED BEARING WALL5 7. DE516N BASE SHEAR: .017*W 8. SEISMIC RESPONSE COEFFICIENT, Gs: 0.017 Q. RESPONSE MODIFICATION FACTOR, R: 2 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORGE 7. 1603.1.6 - FLOOD LOAD I. N/A b. 1603.1.7 -SPECIAL LOADS 1. N/A �. 1605.1.5 - 5Y57EM AND COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE I. AS SPECIFIED IN SECTION 1707.1 10. ADDITIONAL CODE RECOMMENDED LIVE LOADS ARE AS FOLLOWS: I. HANDRAILS AND GUARDRAIL5: 50 PLF, 200 LB POINT LOAD 2. GRAB BARS: 250 LB POINT LOAD 3. STAIRS (CONCENTRATED LOAD): 500 LB5 OVER 4 50 INCHES 4. VEHICULAR BARRIERS: 6000 LB POINT LOAD @ HEIGHT OF 18 ASSET PLUS COMPANIES COLLEGE STATION , TEXAS FF { U N PERMIT OFFICIAL NOTES - DEFERRED SUBMITTALS THE FOLLOWING PREMANUFAGTURED 5Y5TEM5 HAVE BEEN SHOWN ON THESE DRAWIN65 AND SHALL BE PREPARED BY THE MANUFACTURER AND WILL BE REVIEWED BY STERLING ENGINEERING AND DESIGN GROUP FOR COMPLIANCE WITH THE DESIGN DOCUMENTS. THE REVIEWED DRAWINGS WILL BE SUBMITTED AT A LATER DATE AS A DEFERRED SUBMITTAL: I. PLATED WOOD FLOOR TRU55E5 2. PLATED WOOD ROOF TRUSSES 3. PLATED WOOD COMPONENTS 4. STEEL STAIRS, HANDRAILS, GUARDRAILS 5. P05T TENSION REINFORCEMENT 6. STRUCTURAL STEEL FRAMING QUESTIONS? CONTACT INFORMATION: I. ENGINEER OF RECORD: CHR15TOPHER P. HILLMAN 281-583-7088/114 2. PROJECT MANAGER: BRETT A. 5050 281-583-7088/116 3. PROJECT ENGINEER: WAYNE AZIZ 281-583-7088 4. DE516NER: DWAYNE 5HELTON 281-583-7088 5. REQUEST FOR PLANS: TIFFANY MGGONNEL 281-583-1055 6. BILLING: NAUKA PATEL 251-583-7055/112 7. TO 50HEOULE IN5PECTION5: ANCGIE BARKER 281-583-1088 ADDITIONAL INFORMATION AVAILABLE AT http://www.sedg.net (832) 865-142Q (251) 723-6673 DRAWING LIST 50-0 COVER SHEET 50-1 GENERAL NOTES 50-3 SCHEDULES 50-4 FLOOR FRAMING SECTIONS AND DETAILS 50-5 5HEARWALL SECTIONS AND DETAILS 50-6 ROOF FRAMING SECTIONS AND DETAILS 50-6A ROOF FRAMING SECTIONS AND DETAILS 50-7 GENERAL STEEL DETAILS 52-1 PARTIAL 2ND FLOOR FRAMING PLAN - BUILDING #3 52-IA PARTIAL 2ND FLOOR FRAMING PLAN - BUILDING #3 52-2 PARTIAL 3RD FLOOR FRAMING PLAN - BUILDING #3 52-2A PARTIAL 3RD FLOOR FRAMING PLAN - BUILDING #3 52-3 PARTIAL 47H FLOOR FRAMING PLAN - BUILDING #5 52-3A PARTIAL 47H FLOOR FRAMING PLAN - BUILDING #3 52-4 PARTIAL 5TH FLOOR FRAMING PLAN - BUILDING #3 52-4A PARTIAL 5TH FLOOR FRAMING PLAN - BUILDING #3 52-5 UNIT FRAMING 52-6 UNIT FRAMING 52-7 UNIT FRAMING 52-8 UNIT FRAMING 52-Q UNIT FRAMING 52-10 UNIT FRAMING 52-11 UNIT FRAMING 52-12 UNIT FRAMING 53-1 IST FLOOR 5HEARWALL PLAN - BUILDING #8 4 #q 53-2 2ND FLOOR 5HEARWALL PLAN - BUILDING #8 4 #q 53-3 PARTIAL I5T FLOOR 5HEARWALL PLAN - BUILDING #1 53-3A PARTIAL IST FLOOR 5HEARWALL PLAN - BUILDING #1 53-4 PARTIAL 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #1 53-4A PARTIAL 2ND FLOOR SHEARWALL 4 CORRIDOR FRAMING PLAN - BUILDIN6 #1 53-5 PARTIAL 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #1 53-5A PARTIAL 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #1 53-6 PARTIAL 4TH FLOOR 5HEARWALL CORRIDOR FRAMING PLAN - BUILDING #I 53-6A PARTIAL 4TH FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #I 53-7 157 FLOOR 5HEARWALL PLAN - BUILDING #2 53-8 2ND FLOOR 5HEARWALL 4 GORRIDOR FRAMING PLAN - BUILDING #2 53-a 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #2 53-10 47H FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #2 53-II PARTIAL 157 FLOOR 5HEARWALL PLAN - BUILDING #3 53-IIA PARTIAL 157 FLOOR 5HEARWALL PLAN - BUILDING #3 53-12 PARTIAL 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #3 53-12A PARTIAL 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #3 53-15 PARTIAL 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #3 53-15A PARTIAL 3RD FLOOR 5HEARWALL 4 GORRIDOR FRAMING PLAN - BUILDING #3 53-14 PARTIAL 4TH FLOOR 5HEARWALL 4 GORRIDOR FRAMING PLAN - BUILDING #3 53-14A PARTIAL 4TH FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDIN6 #3 53-15 PARTIAL 5TH FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #3 53-15A PARTIAL 5TH FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #3 53-16 157 FLOOR 5HEARWALL PLAN - BUILDING #5 53-17 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #5 53-18 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #5 53-161 4TH FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #5 53-20 157 FLOOR 5HEARWALL PLAN - BUILDIN6 #7 53-21 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #7 53-22 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #7 53-23 4TH FLOOR 5HEARWALL 4 GORRIDOR FRAMING PLAN - BUILDING #7 53-24 157 FLOOR 5HEARWALL PLAN - BUILDING #6 53-25 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #6 53-26 3RD FLOOR 5HEARWALL 4 GORRIDOR FRAMING PLAN - BUILDING #6 53-27 47H FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDIN6 #6 53-25 IST FLOOR 5HEARWALL PLAN - BUILDING #4 53-211 2ND FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #4 53-50 3RD FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #4 53-31 4TH FLOOR 5HEARWALL 4 CORRIDOR FRAMING PLAN - BUILDING #4 54-1 ROOF FRAMING PLAN - BUILDING #8 4 #q 54-2 PARTIAL ROOF FRAMING PLAN - BUILDING #1 54-2A PARTIAL ROOF FRAMING PLAN - BUILDING #1 54-3 ROOF FRAMING PLAN - BUILDING #2 54-4 PARTIAL ROOF FRAMING PLAN - BUILDIN6 #3 54-4A PARTIAL ROOF FRAMING PLAN - BUILDING #3 54-5 ROOF FRAMING PLAN - BUILDING #5 54-6 ROOF FRAMING PLAN - BUILDING #7 54-7 ROOF FRAMING PLAN - BUILDIN6 #6 54-8 ROOF FRAMING PLAN - BUILDING #4 Zia 1 0 con w =LU U win w � � 0�� w a w w c�> LL LU Uj 000flea LU > U CC_ (i� Z O c (D WOo dp w W -j O M :-. N 0� O V a C O CLL > � 0 ca 0 tr > is .4 VS SUE: BUILDING PRICING BLDG FRAMING 2 Pr-pvl r c,I•T Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 M. 418•• -A MAY 2 2 2C38 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanled by the complete set of drawings. C40WIMMAL - TRADE 5EGREfS The Informtio an disclosed herein is proprietary with 5terlirg Engineering 4 Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein is part of a PATENT PENDIN6 processJmaterlol MVIl USE OR COPYING OF MS OR W. COMB Is STRICTLY FOI�DDOi DRAWN BY: BJT/HMA DESIGNED BY: CHECKED BY: BB DATE: 02/01/01 PROJECT NO: SHEET TITLE: SHEET NO: w El 4s EN 0 GENERAL I. LIVE LOAD REDUCTIONS FOR THE STRUCTURE ARE IN STRICT ACCORDANCE WITH THE AFOREMENTIONED GODS. 2. METHODS, PROCEDURES AND SEQUENGE5 OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE GONTRAGTOR SHALL TAKE ALL NECESSARY FREGAU7ION5 TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWIN55 FOR SLEEVES, CURBS, INSERTS, ETC. NOT 5HOHN ON STRUCTURAL DRAWINGS. 4. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRANIN655 BY ANY CONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWIN65 SIGNIFIES HI5 ACCEPTANCE OF ALL INFORMATION SHOAN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 5. ALL MATERIALS AND NORKMANSHIP SHALL CONFORM TO THE DRAWIN65 AND SFECIFICATION5 AND TO THE LATEST EDITION OF THE BUILDING CODE. 6. ALL NORK SHALL CONFORM TO 05HA 5TANDARD5. 1. THE CONTRACTOR SHALL BE 50LELY RE5FON515LE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND FROTEGTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL CODES AND REQUIREMENT5 OF PUBLIC AUTHORITIES AND STANDARDS. 6. THE CONTRACTOR SHALL BE RE5FON51BLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE PROCEEDING WITH ANY NORK. q. THE STRUCTURAL INTEGRITY OF ANY BUILDING RELIES ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISIONS MADE FOR CONDITIONS AND/OR 5EGUENGES OF CONSTRUCTION AND THE STRUCTURAL DE516N 15 BASED ON TH15 PREMISE. THEREFORE, THE CONTRACTOR SHALL PROVIDE ADEQUATE BRAGING OF SUPERSTRUCTURE DURING GON5TRUGTION. 10. INTERIOR OR EXTERIOR BEARING AND SHEAR NALL5, IF LOADED BEFORE SHEATHING, SHALL HAVE CONTINUOUS, TEMPORARY 5RAGIN6 AT MID -HEIGHT OF STUDS PRIOR TO APPLYING ANY CONSTRUCTION LOADS. II. FRAMING LAYOUTS ARE PROVIDED TO REPRESENT DE516N GONCEFTS AND SYSTEMS CONSTRUCTION. CONTRACTOR AND HI5 SUBCONTRACTORS ARE RE5FON5IBLE FOR MATERIAL QUANTITIES AND ANY AND ALL UNSPECIFIED COMPONENTS REQUIRED FOR GON5TRUGTION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR RIGID BRAGING OF ALL NALL5, FORMNORK, 5HORING AND FALSE WORK DURING CONSTRUCTION. 13. BEARING NALL STUDS DERIVE THEIR LOAD CARRYING CAPACITY WHEN SHEATHED AND NAILED ON AT LEAST ONE SIDE. FLOOR FRAMING SUPPORTED BY STUD NALL5 SHALL NOT BE LOADED BY BUILDING MATERIALS OR ANY OTHER DEAD LOADS UNLE55 APFROVED BY THE ENGINEER. 14. CONTRACTOR SHALL VERIFY ALL DROPS, OFFSETS, BLOCKOUT5, BRICK LE06E5, AND DIMENSON5 WITH ARCHITECTURAL PLANS PRIOR TO PROJECT LAYOUT. c 0 m a M I 00 0 0 N N N 0 a� 0 F- 3 N I i 0 CD z 0 m 0 a L U a� N U C a� d O 0 0 1 U) ro rn / c 0 0 0 a 0 U rn U) Q I Ln PO rn / Ap MISCELLANEOUS METALS I. STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO A512-50. 2. STRUCTURAL STEEL TUBES SHALL CONFORM TO A5TM A500 OR. B 3. ANCHOR BOLTS SHALL CONFORM TO A5TM A501 OR A5TM A36, UNLESS NOTED OTHERN15E ON PLANS. 4. UNLE55 OTHERN15E NOTED, INSTALL 22 go x I" CORRUGATED BRICK TIES 3" INTO MASONRY AT SPACING NOT GREATER THAN 16" HORIZONTAL AND VERTICAL OR AS REQUIRED BY THE LOCAL BUILDING CODE. 5. ANCHOR BOLTS, DONEL5 AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN-FLAGE BEFORE CONCRETE 15 POURED. MECHANICAL ANCH09S AND HARDWARE I. EXPANSION ANCHORS SHALL BE HILTI "KAIK BOLTS" OR AN APPROVED EQUIVALENT. 2. ADHESIVE ANCHORS SHALL BE HILTI "HVA ANCHOR5" OR AN APPROVED EQUIVALENT. 3. PONDER ACTUATED FASTENERS SHALL BE HILTI "D5 SERIES FASTENERS" OR AN APPROVED EQUIVALENT. 4. HOLDDONN5, STRAPS AND HURRICANE CLIPS SHALL BE INSTALLED ACCORDING TO 51ZE AND SPACING SHOWN ON PLANS. ALTERNATES SHALL BE SUBMITTED TO ENGINEER FOR REVIEA. 5. REFER TO "M15GELLANEOU5 METAL5" FOR SILL BOLT REQUIREMENTS. 6. PROVIDE 51MP50N "STANDARD U J015T HANGERS" AT FLUSH JOIST CONNECTIONS AND 51MF50N "B/HB BEAM HANGERS" AT FLUSH BEAM CONNECTIONS EXCEPT A5 NOTED ON PLANS. 1. ALL WOOD FASTENING ITEMS SHALL BE A5 MANUFACTURED BY 51MP50N 5TRON6-TIE. TESTING AND INSPECTION I. THE STRUCTURAL ENGINEER SHALL VISUALLY OBSERVE THE ERECTION OF THE WOOD FRAME INCLUDING WALL FRAMING, SHEAR WALLS, HOOD TRUSSES AND PLYWOOD DECKING. 2. THE GEOTECHNICAL CONSULTANT SHALL EXAMINE EAGH FOOTING EXCAVATION AND FILL PLAGEMENT TO DETERMINE THAT THE PROPER DESIGN REQUIREMENT5 HAVE BEEN REACHED. THIS VISUAL OBSERVATION SHOULD BE PERFORMED PRIOR TO THE PLACEMENT OF REINFORGEMENT IN THE EXCAVATION. VISUAL OBSERVATION OF THE FOUNDATION REINFORCEMENT FOR THE SLAB FOUR SHALL BE PERFORMED BY THE STRUCTURAL EN61NEER PRIOR TO PLACING OF GONGRETE IN EACH POUR. 3. THE GEOTEGHNIGAL CONSULTANT SHALL MONITOR THE DEGREE OF COMPACTION OF THE FILL FOR THE 5UBGRADE BENEATH THE SLAB -ON -GRADE. ANY AREAS OF NEAKNE55 SHALL BE REWORKED ACCORDING TO CONSULTANTS RECOMMENDATIONS. 4. ATTERBER6 LIMITS TE5T5 OF ALL MATERIAL TO BE USED A5 COMPACTED FILL UNDER THE 5TRUCTURE5 SHALL BE PERFORMED AND RESULTS SUBMITTED FOR ENGINEER'S REVIEW. 5. COMPACTION TESTS OF EACH LIFT OF COMPACTED SOILS SUPPORTING ALL 5LAB5-ON-6RADE SHALL BE PERFORMED. 6. CONCRETE CYLINDER TESTS AND SLUMP TESTS FOR FOOTINGS, GRADE BEAMS, 5LAB5-ON-5RADE, 4 CYLINDERS: I AT 3 DAYS, I AT 1 DAYS, AND 2 AT 28 DAYS PER 50 GUBIG YARDS. 1. THE STRUCTURAL ENGINEER SHALL VISUALLY OBSERVE THE TENDON PLACEMENTS AND REBAR IN THE SLAB FOURS PRIOR TO THE PLACING OF THE CONCRETE. 8. ALL BOLTED OR NAILED CONNECTIONS FOR HOLDDONN5 AND STRAPS SHALL BE V15UALLY OBSERVED BY 5TRUGTURAL ENGINEER. SHEARWALLS AND DIAPHRAGMS I. SHEATHING FOR ROOF SHALL BE 15/32" THICK FLYNOOD STANDARD C-D INTERIOR GRADE NITH EXTERIOR GLUE OR 05B WITH PANEL 5PAN RATING OF 48/24. SHEATHING FOR TILE ROOF SHALL BE 5/8" THICK FLYNOOD STANDARD C-D INTERIOR GRADE NITH EXTERIOR GLUE OR 055 WITH PANEL SPAN RATING OF 48/24. 2. DECKING FOR FLOORS SHALL BE 23/32" THICK, TANDG APA RATED FLYHOOD STANDARD G-D INTERIOR WITH EXTERIOR GLUE OR ORIENTED STRAND BOARD (055) (STURDY FLOOR) WITH PANEL SPAN RATING OF 43/24. INSTALL DECKING WITH FACE GRAIN PERPENDICULAR TO SUPPORT. 3. WOOD SHEATHING AT SHEARNALL SHALL BE APA RATED PLYWOOD STANDARD (-D INTERIOR WITH EXTERIOR GLUE OR 05B GRADE WITH THICKNESS AS SHOWN IN 5HEARWALL SCHEDULE. 4. PLYWOOD SHEATHING FOR CHIMNEY CONSTRUCTION AND OTHER MISCELLANEOUS USES SHALL BE 15/52" THICK, EXTERIOR GRADE. 5. EXTERIOR GYPSUM SHEATHING USED IN 5HEARWALL5 SHALL BE MIN. 1/2" THICK AND FREE OF IMPERFECTIONS AND CONFORM TO A5TM G1q-16A. THICKNE55 OF 5HEATHIN6 SHALL BE AS SCHEDULED IN 5HEARNALL SCHEDULE AND A5 REQUIRED FOR I HR. ASSEMBLY. 6. INTERIOR GYPSUM WALLBOARD FOR 5HEARWALL5 SHALL BE 5/8" THICK AND FREE FROM IMPERFECTIONS AND CONFORM TO 5FECIFIGATIONS 5HONN ON ARCHITECTURAL DRANIN65. PREMANUFACTURED WOOD TRUSSES I. TRUSSES ARE DESIGNED FOR IN SERVICE CONDITIONS ONLY. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROPERLY BRACE TRUSSES DURING LIFTING AND ERECTION. 2. TRUSS MANUFACTURER SHALL DESIGN ALL FLOOR AND ROOF TRUSS FOR ALL GRAVITY, SHEAR AND WIND LOADS. 3. TRU55 LENGTHS AND PROFILES SHALL BE COORDINATED WITH ARCHITECTURAL DRANIN65 PRIOR TO FABRICATION. CONFIGURATION AND 51ZE OF NEB AND CHORD MEMBERS SHALL BE DETERMINED BY TRU55 MANUFACTURER. 4. CONTRACTOR SHALL KEEP TRU55E5 LATERALLY BRACED DURING ERECTION, UNTIL ALL DIAPHRAGMS ARE INSTALLED. 5. DESIGN AND FABRICATION CRITERIA OF ALL HOOD TRUSSES SHALL MEET WITH "NATIONAL DE51GN 5FEGIFIGATION5 FOR 5TRE55-6RADE LUMBER AND ITS FASTENINGS" BY NATIONAL FOREST PRODUCTS ASSOCIATION (LATEST REVISION). "TIMBER CONSTRUCTION 5TANDARD5", BY AMERICAN IN571TUTE OF TIMBER CONSTRUCTION (LATE5T REVISION), AND "DESIGN 5PEGIFIGATION5 FOR LIGHT METAL CONNECTED HOOD TRU55E5", BY TRU55 PLATE INSTITUTE. 6. THE FOLLOWING DESIGN DATA SHALL BE INGLUDED ON THE SHOP DRANIN65: a. 51ZE AT METAL CONNECTOR b. LUMBER GRADES c. DESIGN LOADINGS AND ALLOWABLE UNIT STRESS INCREASES. d. DEFLECTIONS. 1. THE MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 11% NOR BE LE55 THAN 1% AT THE TIME OF FABRICATION. 8. CHORD AND NEB MEMBERS SHALL BE EITHER SOUTHERN YELLON FINE OR DOUGLAS FIR. q. ALL TRU55 CONNECTOR PLATES SHALL BE MANUFACTURED FROM STRUCTURAL QUALITY GALVANIZED SHEET METAL NOT LE55 THAN 20 GAUGE THICKNESS, NITH A MINIMUM YIELD OF 55,000 P51 AND A MINIMUM ULTIMATE TENSILE STRENGTH OF 45,000 PSI. THE CORROSION RESISTANT COATING SHALL MEET OR EXCEED ASTM A446, STANDARD SPECIFICATION FOR SHEET METAL. 10. OFEN JOINTS NHIGH DEPEND ON THE STIFFNESS OF THE METAL GONNEGTOR PLATE TO TRANSMIT STRE55ES AND IMPROPER FITTING JOINTS WILL NOT BE ACCEPTED. 11. DEAD KNOTS AND NANE5 ON LUMBER SHALL NOT BE USED UNDER THE CONNECTOR PLATES. 12. DESIGN AND DETAILING OF PRE -MANUFACTURED FRODUGTS, CONNECTIONS AND AG( E55ORIE5 SHALL BE IN ACCORDANGE WITH THE RECOMMENDATIONS OF THE A.I.T.G. "TIMBER GON5TRUGTION MANUAL" AND THE N.F.F.A. "NATIONAL DESIGN 5FEGIFIGATIONS FOR HOOD CONSTRUCTION" 15. TRUSSES SHALL BE KEPT COVERED DURING SHIPPING, STORAGE AND CONSTRUCTION. 14. TRU55E5 SHALL BE DESIGNED AND FABRICATED BY TRUSS MANUFACTURER. THE DE516N SHALL BE PREPARED BY A RE6157ERED ENGINEER BEARING AN ENGINEERING SEAL. 15. TRU55E5 SHALL BE DESIGNED FOR THE LOADING CRITERIA NOTED ON PLANS. 16. MAXIMUM LIVE LOAD DEFLECTION SHALL BE 5PAN/240 FOR ROOF TRUSSES AND 5PAN/360 FOR FLOOR, BALCONY AND BREEZENAY/CORRIDOR TRU55E5. PREMANUFACTURED WOOD COMPONENTS I. CONSTRUCTION OF PREMANUFAGTURED ROOD GOMFONENTS (FAG) i.e. CONTINUOUS BEARING MEMBERS, SHEAR PANELS, HEADER TRUSSES, ETC. SHALL BE IN A(GOROANGE KITH ALL APPLICABLE CODES. 2. MATERIAL USED FOR COMPONENT SHALL BE IN AGGORDANGE WITH LUMBER QUALITY 5TANDARD5 ESTABLISHED IN "WOOD TRUSSES" SECTION OF THIS SHEET. 3. ALL PREMANUFAGTURED WOOD COMPONENTS SHALL BE DESIGNED AND FABRICATED BY TRUSS MANUFACTURER. THE PE516N SHALL BE PREFARED BY A REGISTERED ENGINEER AND SHALL BEAR AN ENGINEERING SEAL. 4. SHEAR PANELS SHALL BE LOCATED WITHIN THE 5HEARWALL LENGTH AND DESIGNED FOR FORGE 5HONN IN NAILING SGHEDULE. 5. GONTINUOU5 BEARING (GB) MEMBERS SHALL BE DESIGNED TO RESIST ALL ROOF AND FLOOR GRAVITY LOADS. PARTS OF GB LOCATED NITHIN THE SHEAR NALL5 SHALL BE DESIGNED TO RE515T THE SCHEDULED FLOOR/ROOF SHEAR TIMES THE 5HEARWALL LENGTH. 6. PROVIDE PROPER BEARING FOR COMPONENTS AT ALL 5U55EQUENT FLOOR LEVELS. PARALLEL STRAND (PSL) AND GLULAM LUMBER (GLB) I. F51- LUMBER SHALL BE FABRICATED FROM LONG, THIN STRANDS OF EITHER EASTERN OR AE5TERN 5PEGIE5 HOOD BONDED TOGETHER WITH A MIGROAAVE PROCESS. 2. EASTERN F5L LUMBER (E5) MAY INCLUDE SOUTHERN PINE OR YELLON POPLAR. NE57ERN P5L BEAMS (N5) MAY INCLUDE DOUGLAS FIR, LOD6EPOLE PINE, WESTERN HEMLOCK OR WHITE FIR. 3. PSL LUMBER SHALL BE FABRICATED IN PARALLEL STRANDS (P5L) IN CONFORMANCE WITH NER 2q2. 4. GLB LUMBER SHALL BE FABRICATED FROM LAMINATED 2x LUMBER ACCORDING TO 5TANDARD5 SET FORTH IN NOS AND OTHER APPLICABLE GODES. 5. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES: P5L GLB a. SHEAR MODULUS OF ELASTICITY (6).......................................... 125,000 P51 .............. 125000 P51 b. MODULUS OF ELASTICITY (E)2.0 X 10"6 P51 2.0 XIO"6 PSI FLEXURAL STRESS (fb) .......................................... 2,100 P51 .............. 2400 P51 c. COMPRESSION PERPENDICULAR TO GRAIN AND PARALLEL TO WIDE FACE OF STRANDS (fc)........................ 150 P51 .............. 140 P51 d. COMPRESSION PERPENDICULAR TO GRAIN AND PERPENDICULAR TO HIDE FACE OF STRANDS (fc)...................... 525 PSI .............. 525 PSI e. GOMPRE5510N PARALLEL TO GRAIN(fc).......................................... 2500 PSI .............. 2,400 P51 f. HORIZONTAL SHEAR FERFENDIGULAR TO WIDE FACE OF STRANDS (fv).......................................... 210 P51 .............. 250 PSI g. HORIZONTAL SHEAR PARALLEL TO HIDE FACE OF STRANDS (fv).......................................... 210 P51 .............. 210 P51 6. HEAL GUTS ON BEAMS MUST NOT OVERHANG INSIDE FACE OF SUPFORT MEMBER. 1. P5L LUMBER MEMBERS SHALL BE FABRICATED WITHOUT CAMBER. GLULAM BEAMS MAY BE CAMBERED TO REMOVE DEAD LOAD DEFLECTION. 8. THE P5L AND GLB MEMBERS SHALL BE PROTECTED FROM THE HEATHER WHILE IN STORAGE ( ARE SHALL BE EXERCISED DURING HANDLING TO PREVENT DAMAGE. CONVENTIONAL 2X WOOD FRAMING I. LUMBER AND ITS FASTENINGS, SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS OF 5TRE55-6RADE LUMBER AND ITS FASTENINGS, LATEST EDITION, AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. MATERIALS FOR EXTERIOR HALLS, INTERIOR BEARING AALL5 AND 5HEARWALL5 SHALL BE STUD GRADE 5OUTHERN YELLOA FINE (MGIq) OR STUD GRADE DOUGLAS FIR LARCH (MGIq). 3. LUMBER FOR HEADERS, BEAMS, AND OTHER FRAMING MEMBERS SHALL BE #2 5YP (MGIq) OR #2 DOUGLAS-FIR (MGIq). 4. LOAD BEARING HALLS, INCLUDING 5HEARWALL5, GON5TRUGTED FROM FINGER JOINTED 5TUD5 SHALL BE SHEATHED ON AT LEAST ONE FAGE OR BRACED A/ Ix4 HORIZONTAL (GONT) AT MID -HEIGHT OF NALL PRIOR TO LOADING THEM NITH FLOOR CONSTRUCTION. 5. FINGER JOINTED STUDS SHALL MEET OR EXCEED THE MATERIAL PROPERTIES AND ALLOWABLE 5TRE55E5 FOR SOLID LUMBER AS 5PEGIFIED FOR STUD GRADE (ON5TRUGTI ON. 6. TOP AND BOTTOM PLATES SHALL BE SOUTHERN YELLOW FINE, GON5TRUGTION GRADE OR #3 (MGIq). 1. SUBJECT TO ENGINEER'S REVIEW AND ACCEPTANCE, OTHER NALL CONSTRUCTION SHALL BE EITHER GON5TRUGITON GRADE OR UTILITY HEADER AND OTHER MISCELLANEOUS FLEXURAL MEMBERS SHALL BE NO. 2 5YP (MGIq OR BETTER U.N.O.) 8. SUBJECT TO ENGINEER'S REVIEW AND ACCEPTANCE, OTHER NON-5TRUGTURAL NALL CONSTRUCTION SHALL BE EITHER GON5TRUGTION GRADE OR UTILITY SOUTHERN YELLON PINE (MGIq) OR DOUGLAS FIR LARCH (MGIq). q. MATERIALS MUST BE GRADE MARKED. 10. 50LE PLATES AT FIRST FLOOR SHALL BE PRE55URE TREATED LUMBER, 0.25GGA MINIMUM. 11. FOR OVERLAY FRAMING AT ROOFS OR OTHER CONVENTIONAL ROOF FRAMING, CONTRACTOR 5HALL PROVIDE 2x FRAMING IN ACCORDANCE WITH ROOF RAFTER TABLES IN THE APFLIGABLE BUILDING CODE. 12. BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1/16" MAXIMUM LARGER THAN THE DIAMETER OF THE BOLTS TO BE INSTALLED. 13. BOLTS THROUGH HOOD SHALL BE FITTED AITH STANDARD AA5HER5 AT HEAD AND NUT ENDS. 14. FLITGH BEAMS AND MULTIPLE MEMBER ROOD BEAMS WHEN 5HOAN ON PLANS SHALL BE BOLTED TOGETHER WITH ONE 1/2" DIA. BOLT, TOP AND BOTTOM OVER THE 5UFPORT5 AND/OR AT THE ENDS OF THE BEAM AND 24" ON CENTER, STAGGERED FULL LENGTH OF THE BEAM. 15. A HOLE GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY NOT BE BORED IN ANY NOOD STUD. BORED HOLES IN DIAMETER EOUAL TO 60 PERCENT OF THE AIDTH OF THE STUD ARE PERMITTED IN NON -LOAD BEARING PARTITIONS OR AALL5 AHERE EACH BORED STUD 15 DOUBLED, PROVIDED NOT MORE THAN TAO SUCH SUCCESSIVE DOUBLE STUDS OGGUR. 16. EDGE OF A BORED HOLE SHALL NOT BE WITHIN 5/8 INCH OF THE STUD EDGE. BORED HOLES SHALL NOT BE LOCATED AT A GUT OR NOTCH IN THE STUD. LrlC::lJL1CLCftLfL/[iy/r//r;'r,;'r LCG'LLG:4G'tCllL lL�'•' N0. ISSUE: DA BUILDING PRIGING I/23/0 BLD6 FRAMING 2 PERMIT SET 5/21/0 W �� Z � �H awl o O �H H w p �a �o w x H ..� Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 'r .. OF T.. 1 �.... :... ODO �j 974 .............. ENSE� •r�� dwr SSA • MAY 2 2 2008 This drahing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied by the complete set of drawings. CMIDMAL - TRADE 5EGRET5 The Information disclosed hereln is proprietary wlth Sterling Engineering t Design 6roup LLc, and should NOT be used, duplicated or disclosed without Its expre s written permission. The information herein Is part of a PATENT PENDING process/material IA 4MiORM USE OR WPYINfa OF THS OR MY OOHT m RM713 97R16TLY FOITBIDM DRAWN BY: BJT/HMA DESIGNED BY: JIM CHECKED BY: DATE: 02/09/01 PROJECT NO: q55-0011 SHEET TITLE: GENERAL NOTES SHEET NO: SO-1 LENGTH OF 5HEARWALL / NO. OF SHEAR PANELS WALL TYPE 01 - I0' 12' 14' 16' IS' 20' 22' 24' 26' 28' 30' 3 1 2 2 3 3 3 4 4 5 5 5 6 6 2 2 2 2 2 2 2 3 3 3 3 3 3 3 2 2 3 3 4 4 4 5 5 5 6 6 2 3 3 4 4 5 5 6 6 7 1 8 5 1 3 3 4 5 6 6 7 8 q q 10 II 5 3 3 4 5 6 1 1 8 1 10 11 12 13 5 5 5 6 1 S 10 II 12 13 15 16 11 11 NOTES: I. 5HEAR PANELS ARE PREFABRICATED COMPONENTS INSTALLED IN THE FLOOR CAVITY WHEN FRAMING 15 PERPENDICULAR TO 5HEARWALL. 2. SHEAR PANELS TRANSMIT THE DIAPHRAGM SHEARS FROM THE DIAPHRAGM ABOVE TO THE WALL BELOW. 3. 5GHEDULE SHALL BE USED WHEN PANEL QUANTITIES ARE NOT SHOWN ON BRACING PLANS. 4. PANELS SHALL BE DESIGNED FOR A LATERAL FORGE OF 1200 LB5. STAR PANEL SCHEDULE BEAM SIZE (INCHES x INGHE5) TRIBUTARY FLOOR AREA NOTES <50FT2 <IOOFT2 <I50FT2 (2) - 2x10 H6U5210-2 N/A N/A 1 B 2 (2) - 2x12 HGU5212-2 N/A N/A 1 8 2 (3) - 2x10 HGU5210-3 N/A N/A 1 $ 2 (3) - 2x13 H6U5212-3 N/A N/A 1 $ 2 3 1/2 x q 1/4 P5L HGU548 H6U548 N/A 1 $ 2 3 1/2 x II 1/4 P5L H5U548 HGU548 N/A 1 $ 2 3 1/2 x 14 P51- HGU5410 HGU5410 H6U5412 1 $ 2 5 1/4 x 14 P5L N/A H6US5.5/10 HGU55.5/12 1 $ 2 5 1/4 x 16 P5L N/A HGU55.5/10 H6U55.5/14 1 $ 2 5 1/4 x IS PSL N/A H6U55.5/12 H6U55.5/14 1 $ 2 NOTES: I. HANGERS SHALL BE A5 MANUFACTURED BY SIMP50N STRONG -TIE. 2. ALTERNATES TO THE SIZES SHOWN ABOVE MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL ALONG WITH PERTINENT TEHGNIGAL DATA. 3. TRU55 TO BEAM HANGERS SHALL BE DESIGNED BY A TRU55 DESIGN ENGINEER. DESIGN CRITERIA TRU55E5 FLOOR PRIVATE PUBLIC ROOF BALCONY AREA z TGLL 40 100 100 25 Q 0 TGDL 15 15 15 15 BOLL 0 0 0 0 o� BGDL 5 5 5 5 2' TOTAL 6OP5F 120PSF 120P5F 45P5F U.5.1. 0 0 0 25916 5PAGING 24" 24" 24" 24" DPTH/PITGH 18" 15" 15" RE: ARCH CONTINUOUS LOAD PATH SCHEDULE ROOF TO TOP PLATE WIND SPEED 5EG GUST) TOP PLT. TO STUD FLOOR TO FLOOR STUD TO BOT. PLT. MODEL NO. UPLIFT (LB5) NOTES M.P.H. TYPE SPACING TYPE SPACING TYPE SPACING H2.5 < 415 I, 3, $ 5 110 H2.5 48" O.G. C516x36 45" D.G. H2.5 45" O.G. (2) - H2.5 415-830 3 $ 5 H2.5A < 600 3 $ 6 115 H2.5 24" O.G. G516x36 48" O.G. H2.5 24" O.G. (2) - H2.5 600-1200 3 $ 6 H6 < q 15 2, 3, $ 1 120 H2.5 24" O.G. G516x36 45" D.G. H2.5 24" O.G. (2) - H6 1'[15-1550 3 $ 7 ALL CONNECTIONS ARE SIMPSON STRONG -TIE CONNECTIONS NOTES: I. EVERY OTHER TYPICAL ROOF TRUSS SHALL HAVE (1) - H2.5 CONNECTOR AT EACH END UNLESS TRU55 MANUFACTURER'S BEARING REACTIONS AS NOTED ON SHOP DRAWINGS ARE HIGHER THAN SPECIFIED UPLIFT, NOTES: 2. TYPICAL ROOF GIRDER TRU55E5 SHALL HAVE (2) - H6 CONNECTOR AT EACH END I. Tr, = TOP CHORD, BG = BOTTOM CHORD, LL = LIVE LOAD, OL = DEAD LOAD. UNLE55 TRU55 MANUFACTURER'S REACTIONS A5 NOTED ON SHOP DRAWINGS ARE 2. ROOF LIVE LOADS MAY BE REDUCED ACCORDING TO APPLICABLE CODE HIGHER THAN SPECIFIED UPLIFT. REQUIREMENTS FOR RISE AND TRIBUTARY CONSIDERATIONS. 3. SCHEDULED UPLIFT VALUES INCLUDE THE CAPACITY OF (2) - I6d ERECTION NAILS 3. ADD DISTRIBUTED WEIGHT OF SPRINKLER INSTALLED BY TOENAILIN5 TRU55 BOTTOM CHORD TO BEARING PLATE. 2 PSF. (RE: ARCH.) 4. UPLIFT VALUES ARE IN ACCORDANCE WITH LOAD DURATION FACTORS SET FORTH BY SYSTEM DAT ISTRIBUTED 4. DEAD LOADS 51 NOT INCLUDE SELF WEIGHT. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, CURRENT EDITION. 5. TRU55 MANUFACTURER SHALL BE RE5PON515LE WITH COORDINATING THE EQUIPMENT 5. USE (5) - ad NAILS TO TRUSS CHORDS AND TO PLATES FOR EACH CONNECTOR SCHEDULED LOAD, PENETRATION, DUCTS AND CLEARANCES REQUIREMENTS OF ALL OTHER SYSTEMS 6. USE (4) - ad NAILS TO TRU55 CHORDS AND TO PLATES FOR EACH CONNECTOR SCHEDULED INCLUDING MEP PRESENT IN THE FLOOR AND ROOF CAVITY. 1. USE (4) - ad NAILS TO TRUSS GHORD5, (2) - 8d TO PLATES, AND (8) - ad TO STUDS FOR EACH CONNECTOR SCHEDULED. TRUSS LOADING SCHEDULE CONTINUOUS LOAD PATH SPECIFIED ANCHOR ALTERNATE ANCHOR APPLICATION NOTES 1/2" DIA. MA5 EXTERIOR 4 PAHD42 5THD8, HD2A EXTERIOR I, 2, $ 3 MPAHD 5THD10, HD2A EXTERIOR I, 2, $ 3 HPAHD22 STHDI4, H05A EXTERIOR I, 2, 8 3 H02A PH02 INTERIOR I, 2, $ 3 HD5A PHD5, HTTI6 INTERIOR I, 2, $ 3 HDbA PHD6, HTT22 INTERIOR I, 2, $ 3 HD5A PHD5 INTERIOR I, 2, $ 3 LTT20D H05A INTERIOR I, 2, $ 3 HT722 (2) HPAHD22 EXTERIOR I, 2, $ 3 HTTI6 HPAHD22 EXTERIOR I, 2, $ 3 NOTES: I. INSTALL HOLDOWN 10" MINIMUM FROM EDGE OF CONCRETE SLAB. 2. HOLDOWN5 SHALL BE INSTALLED ACCORDING TO RECOMMENDATIONS BY SIMPSON STRONG -TIE. 3. ALTERNATES SHOWN ABOVE ARE ACCEPTABLE SUBSTITUTES FOR SIZES SHOWN ON FIRST FLOOR BRACING PLANS. 4. REFER TO DETAIL q/50-3 SEAM TO SEAM CONNECTOR SCHEDULE ALTERNATE MOLD DOWN SCHEDULE � tv EPDXY -EMBEDDED HOLD DOWN ANCHOR BOLT SCHEDULE MARK SIM75ON HOLD DOWN ANCHOR BOLT DIAMETER EMBEDMENT DEPTH SIMPSON THREADE ROD ANCHOR END MEMBER HLD-1 LTTI31 5/5" 2 1/2" A501 (SAE 1018) 44 OR DBL 2 HLD-2 H7TI6 5/5" 3 1/2" A507 (SAE 1015) 44 OR DBL 2x HLD-3 HTT22 5/5" 3 1/2" A501 (SAE 1018) 4x4 OR DBL 2x HLD-4 HTT22 5/0" 4 1/4" A301 (SAE 1018) 44 OR DEL 2x HLD-5 HD5A 7/8" 5" A501 (SAE 1018) 44 OR DEL 2x HLD-6 HDIOA 7/8" 5" A501 (SAE 1015) 4x6 OR TPL 2x HLD-1 HDIOA 7/8" 611411 A301 (SAE 1018) 4x6 OR TPL 2x HLD-8 HDIOA Val'1" A301 (SAE 1018) 4x6 OR TPL 2x NOTES: I. ALL THREADED ROD ANCHORS GIVEN IN TH15 TABLE ARE TO BE EMBEDDED IN 51MP50N BRAND "EPDXY -TIE SET" HIGH STRENGTH EPDXY. 2. THE LOAD VALUES OF THESE ANCHOR BOLTS AND HOLD DOWNS HAVE BEEN CALCULATED USING SOFTWARE THAT TAKES CARE OF 33 % INCREASE IN LOAD VALUES IN ACCORDANCE WITH THE CODE REQUIREMENTS. 3. FOR INSTALLATION PROCEDURE OF THREADED ROD ANCHORS, 5EE ANCHORING SYSTEMS IN 51MP50N CATALOGUE. 4. ALL HARDWARE IN CONTACT WITH AGO TREATED LUMBER GLASS 6I85 MUST BE 51XF50N ZMAX PRODUCTS THAT MEET ASTM A653. SHEARWALL HOLD DOWN SCHEDULE IV I 5HEARWALL SCHEDULE WALL WALL MATERIAL EDGE NAILING FIELD NAILING SILL BOLTS SOLE PLATE REMARKS TYPE NAILING MARK TYPE HKNE55 SIDES SPA SIZE SPA SIZE 5PA1 SIZE SPA SIZE RE: NOTES 1❑ GYPSHEATH I/2" I 411 GOO ER 6 COOLER 45 1/2" 16" I6d I, 2, 5,1 ❑2 WALLBOARD 5/8" I 1" COOLER 6" COOLER 48° I/2" 16" I6d I, 2, 6, 7 3 WALLBOARD 5/8" 1 4" COOLER 6 COOLER 32" 1/2" 12" I6d I, 2, 6, 7 4 WALLBOARD 1/2" 1 1" G OL ER 6 GO d ER 45" 1/2" 16" I6d I, 2, 6,1 5 PLYWOOD/055 15/32" 1 4" d 6 ad 3211 1/2" 8" 12d 1,7 COMMON COMMON © PLYWOOD/05B Iq/32" 1 4" IOM 6 IOd 24" I/2" 8" 12d I, 7 5 STORY BUILDING - BLDG. #3 LOAD BEARING WALL5 LEVEL EXTERIOR INTERIOR INTERIOR PARTY WALL 5th FLOOR 2x4 @ 12"O.C. 2x4 @ 16"O.C. 2x4 @ 16"O.C. 4th FLOOR 2x4 @ 12"O.C. 2x4 @ 12"0.6. 2x4 @ 16"O.G. 3rd FLOOR 2x4 @ 12"O.G. (2)2x4 @ 12"O.G. (2)2x4 @ 16"O.C. 2nd FLOOR (2)2x4 @ 16"O.G. (2)2x4 @ 8"O.G. (2)2x4 @ 1211O.G. Ist FLOOR (2)2x4 @ 16"O.C. (2)2x4 @ 6"O.G. (2)2x4 @ 8"O.6. TWO STORY BUILDING - 51-065 #5 #q LOAD BEARING WALL5 LEVEL EXTERIOR INTERIOR INTERIOR PARTY WALL 2nd FLOOR 2x4 @ 12"O.G. 2x4 @ 16"O.G. 2x4 @ 16"O.G. Ist FLOOR 2x4 @ 12"O.G. 2x4 @ 12"O.G. 2x4 @ 16"O.G. NON LOAD -BEARING WALL5 ARE TO BE 2x4 @ 16" O.G. TO MEET UL REQUIREMENTS. NOTES: I. STUDS USED IN 5HEARWALL FRAMING SHALL BE A5 SHOWN IN THE ABOVE SCHEDULE FOR BEARINGS WALL5 WITH HEIGHTS LESS THAN OR EQUAL TO PLATE HEIGHT 5HOWN ON PLANS. 2. REFER TO "CONVENTIONAL 2X WOOD FRAMING" SECTION OF GENERAL NOTES SHEET FOR THE USE OF FINGER JOINTED STUDS. 3. REFER TO "CONVENTIONAL 2X WOOD FRAMING NOTES" SECTIONS OF GENERAL NOTES FOR MATERIAL SPECIFICATION AND LUMBER GRADE. 4. 5TUD SPACING 5HOWN ARE ON CENTER DIMENSIONS AND ARE BA5ED ON A MAXIMUM STUD HEIGHT OF 10'-1 I/S" UNLE55 07HERWI5E NOTED. WALL STUD SCSI ED. - PLATFORM FRMG. 7 17L rLK 10 UL CI I17L KL l KLM--N I FOR MINIMUM WALL MATERIAL THICKNESS. LU w NOTES: w z I. NAIL 5PAGING INDICATED 15 FOR EDGE NAILING OF THE SPECIFIED WALL MATERIAL TYPICAL INTERMEDIATE STUDS (FIELD NAILING) AND BLOCKING, IF PRESENT, SHALL BE NAILED AT 4" O.G. �z @ GYPSHEATH AND WALL BOARD, 6" O.G. @ PLYWOOD / O.S.B. 5HEARWALL5 . 2. WALL TYPES ARE UNBLOCKED CONSTRUCTION. Q 3. 11 GAGE NAILS SHALL BE 1 5/4" LONG, 7/I6" DIA, DIAMOND POINT AND GALVANIZED. Q 4. 5HEARWALL LENGTHS NOTED ON PLANS HAVE BEEN ADJUSTED TO PROVIDE CLEARANCE5 FOR Quo LOCATING AND INSTALLING HOLDOWN5 WHEN REQUIRED. CONTRACTOR SHALL CONSTRUCT 5HEARWALL LENGTHS TO ACTUAL WALL DIMENSIONS SHOWN ON ARCHITECTURAL DRAWIN65. 5. SHEET 51ZE MAY BE 2' x 8' 6. SINKER NAILS MAY BE SU55TITUTED PROVIDED THE SHEAR GAFAG17Y MATCHES COOLER NAILS. 1. ALL 5HEARWALL5 SHALL BE FRAMED WITH WIND P05T AT EACH END. WIND P05T CAN BE A 4x4 OR (2)-2x4 NAILED W/ I6d @ 12" O.G. EACH FACE. S. RE: ALTERNATE HOLDOWN SCHEDULE FOR ANCHOR BOLT ALTERNATIVES. q. RE: ALTERNATE NAILS ARE PERMITTED TO BE USED IF THEIR DIMENSIONS ARE NOT LE55 THAN THE SPECIFIED DIMENSIONS. DRYWALL SGREW5 ARE PERMITTED TO BE 505TITUDED FOR THE 5d,bd (COOLER) NAILS L15TED ABOVE. 1 1/4 INCHES TYPE 5 ORIN, #6 FOR 6d (COOLER) NAILS. MAXIMUM SPAN LENGTH (FT) LINTEL 51ZE 0 to 4'-0" L 3 1/2 x 3 1/2 x 5/I6 4'-0" to 6-0" L 5 x 3 1/2 x 5/16 LLV 6-0" to 8'-O" L 5 x 3 1/2 x 3/5 LLV 8'-0" to 10'-0" L 6 x 5 1/2 x 3/8 LLV 10'-O" to 12'-0" L 7 x 4 x 3/8 LLV > 12'-0" COORDINATE &ENGINEER NOTES: I. LINTEL ANGLE SHALL BEAR A MINIMUM OF 8" AT SUPPORTS. 2. LINTEL SHALL NOT BE SHORED DURING GON5TRUCTION. 3. LLV = LONG LEG VERTICAL. LOOSE LINTEL SCHEDULE PANEL EDGE NAILING z - Q • w • J FIELD NAILING Q 0 o o v • PANEL EDGE NAILING K 0 w 0 J <z �Q �z ac Q 0 ikQ 5o PANEL EDGE NAILING z Q w _ J Ld FIELD NAILING Q a o v -EDGE PANEL NAILING TYPICAL ROOF DIAPHRAGM PLAN TYPICAL FLOOR DIAPHRAGM PLAN NOTE: REFER TO UL A55EMBLY REQUIREMENTS FOR MINIMUM NAILING REQUIRED. DIAPHRAGM NAILING DIAGRAM FOUR STORY BUILDING - 5055 #1,2,4,5,6,1 LOAD BEARING WALL5 LEVEL EXTERIOR INTERIOR INTERIOR PARTY WALL 4th FLOOR 2x4 @ 12"O.G. 2x4 @ 16"O.G. 2x4 @ I6"O.G. 3rd FLOOR 2x4 @ 12"O.G. 2x4 @ 12"O.G. 2x4 @ 16"O.C. 2nd FLOOR 2x4 @ 12"O.G. (2)2x4 @ 12"O.G. (2)2x4 @ 16"O.G. Ist FLOOR 2x4 @ 12"O.G. (2)2x4 @ S"O.G. (2)2x4 @ 12"O.C. NOT USED POST SASE SCHEDULE P05T 51ZE LOCATION SIMPSON EMBEDDED F05T BASE SIMPSON BOLTED P05T BASE 4x4 0644 A5U44 6x(b 0566 ABU66 Sx8 GB85 ABU88 POST SASE SCHEDULE DL= 15 psf LL= 20 psf (TYPICAL) 5L= 5 psf RE: PLAN -�I OL= 5 psf I'10"1M ROOF I. LOADS 5HOWN DO NOT INCLUDE DL= 15* sf LL= 40 sf 7RU55 SELF WEIGHT. TOP CHORD p p 2. HEADER TRU55E5 AS SHOWN ON F (INGL 4 sf FOR PARTITIONS) PLAN SHALL BE DESIGNED FOR p APPLICABLE LOADS AS SHOWN BOT CHORD ABOVE. DL= 5 psf FLOOR DL= 15 P5F LL= 100 P5F TOP CHORD BOT CHORD DL= 5 PSF BALCONY OR PUBLIC AREA BUILDING LOADS DIAGRAM ROOF BEARIP ELEVATION wltiln nit�Fr.r10N w w LL pi W 0 L(FT) PLAN WIND DIRECTION WALL FRAMING 1 NT NOTES: I. REACTION AND 57RAP SIZES ARE FOR VERTICAL COMPONENTS CONSTRUCTED ON AND ABOVE THE ROOF. 2. REACTIONS ARE UNREDUGED AND GRAVITY LOADS ARE NOT INCLUDED. 3. 2/3 OF GRAVITY LOADS CAN BE COMPUTED FROM TRU55 LOADING SCHEDULE. 4. STRAPS 5HOWN SHALL BE INSTALLED ON EACH END OF EACH FACE (TOTAL 4 MIN.) OF THE STRUCTURE. 5. THE REACTION FORGES SHOWN ABOVE CAN BE DISTRIBUTED TO SUPPORTING MEMBERS. 6. PROVIDE EQUAL NUMBER OF NAILS ABOVE AND BELOW BEARING SURFACE. ROOF APPURTENANCE HARDWARE SCHEDULE SPAN LIMIT ALTERNATE HEADER SIZES NOTES PSL GLB <3' 3 1/2"xq 1/4" 3 1/2"xq 1/4" 1,5 <4' 3 1/2"xq 1/4" 5 1/2"xq 1/4" 1,5 3@ 4' 3 1/2"xq 1/4" 3 1/2"xq 1/4" I, 2, $ 3 <6' 3 I/2"xll 1/4" 3 1/2"xll 1/4" 1,5 <8' 3 I/2"x14" 3 I/2"xl4" 1,3 <I6 3 1/2"xl8" 3 1/2"x18" 1,3 NOTES: I. TRU55 HEADERS SHALL BE DESIGNED BY TRU55 MANUFACTURER. 2. SPAN LIMITATION 15 A MINIMUM OF THREE 4 FOOT WIDE OPENINGS. 3. SCHEDULED 51ZE5 ARE ALTERNATE TO HEADER TYPES FOR HEADER TYPES 5HOWN ON THE FRAMING PLANS. ALTERNATE HEADER SCHEDULE NAILING SCHEDULE NAILING DE5GRIPTION CONNECTION NAILING NOTES J015T to SILL or GIRDER TOENAIL (3) - 5d I ROOF TRU55 to PLATE TOENAIL (2) - I6d 3 BRIDGING to J015T TOENAIL EACH END (2) - Sd 1 I x 6 5U5FLOOR or LE55 to EACH J015T FACE NAIL (2) - ad I WIDER THAN I x 6 SUBFLOOR to EACH JOIST FACE NAIL (5) - ad I 2" SUBFLOOR to JOIST or GIRDER BLIND $ FACE NAIL (3) - 5d 1 SOLE PLATE to J015T or BLOCKING FACE NAIL I6d @ 16" O.G. I TOP PLATE to STUD END NAIL (2) -Ibd I STUD to SOLE PLATE TOENAIL or ENDNAIL 4)-8d or (2)-I6d I DOUBLE STUDS FACE NAIL I6d @ 16" O.G. I DOUBLED TOP PLATE FACE NAIL I6d @ 16" O.G. I TOP PLATES LAPS and INTERSECTIONS FACE NAIL (2) - I6d I CONTINUOUS HEADER TWO PIECES ALONG EACH EDGE I6d @ 16" O.G. I CEILING JOIST to PLATE TOENAIL (3) - ad I CONTINUOUS HEADER to STUD TOENAIL (4) - I6d 1 CEILING JOISTS LAPS OVER PARTITIONS FACE NAIL (3) - I6d I CEILING JOISTS to PARALLEL RAFTERS FACE NAIL (3) - I6d I RAFTER to PLATE TOENAIL (2) - I6d I FLOOR TRUSS to PLATE TOENAIL (2) - I6d 3 I" BRACE to EACH STUD and PLATE FACE NAIL (2) - ad I I x 8 SHEATHING or LESS to EACH BEARING FACE NAIL (2) - ad I WIDER THAN I x 8 SHEATHING to EACH BEARING FACE NAIL (5) - 8d 1 BUILT-UP CORNER STUDS ALONG FADE I6d @ 24 O.G. I BUILT-UP GIRDER and BEAMS T. $ B. STAGGER I6d @ 16" O.G. I BUILT-UP GIRDER and BEAMS ENDS and 5PLIGE5 (4) - Ibd I 2" PLANKS EACH BEARING (2) - I6d I 1/2" and LE55 PLY/0.5.8. to FRAMING EDGE $ INTERMEDIATE 6d 2 5 $ II Iq/32" - 5/4" PLY/O.S.B. to FRAMING EDGE $ INTERMEDIATE ad or 6d 3 4 5 $ II 7/8" - I" PLY/0.5.5. to FRAMING EDGE $ INTERMEDIATE 8d 2 5 4 II 1 1/3" - 1 1/4" PLY/O.S.E. to FRAMNG EDGE $ INTERMEDIATE IOd or 8d 3 4, 5, 4 II 3/4" and LE55 PLY/0.5.8. to FRAMING EDGE $ INTERMEDIATE bd 4 5 12 V8" - I" PLY/0.5.5. to FRAMING EDGE $ INTERMEDIATE ad 4,5J 12 1 I/8" - 1 1/4" PLY/O.S.B. to FRAMING EDGE $ INTERMEDIATE IOd or 8d 3 4 5 12 1/2" or LE55 PANEL SIDING to FRAMING E06E $ INTERMEDIATE 66 6 5/5" FIBERBOARD to FRAMING EDGE $ INTERMEDIATE ad 6 1/2" FIBERBOARD SHEATHING EDGE $ INTERMEDIATE II or 16 a. ad 3 1 S & q 25/52" FIBERBOARD SHEATHING EDGE $ INTERMEDIATE II or 16pa., ad 3 5 S 1 SHEAR PANELS to BEARING PLATES FAGE NAIL 12 - IOd 3 13 FLOOR DIAPHRAGM NAILING SCHEDULE LOCATION 51ZE SPACING BOUNDRY IOd 6" PANEL EDGE IOd 6" FIELD IOd 12" ROOF DIAPHRAGM NAILING SCHEDULE LOCATION 51ZE 5PAGING BOUNDRY ad 6" PANEL EDG ad 6" FIELD 8d 6" NOTES: I. MINIMUM PENETRATION IN FRAMING 15 1 1/2". 2. DIAPHRAGMS ARE UNBLOCKED. 3. NAILING SHOWN 15 FOR EACH FLOOR LEVEL UNLESS NOTED OTHERWI5E ON PLAN. NOTES: I. MINIMUM PENETRATION IN FRAMING 15 1 1/2" 2. DIAPHRAGMS ARE UNBLOCKED. NAILING SCHEDULE CORNER REACTION (LB5.) HEIGHT ASPECT RATION (NIL) H (FT) 0.25 0.50 0.15 1.00 1.25 1.50 1.15 2.00 4.00 <6 q0 I80 210 560 450 540 650 120 1440 8 160 520 450 640 500 q60 1120 1250 2560 10 250 500 150 1000 1250 1500 1150 2000 4000 12 560 720 1050 1440 1500 2160 2520 2580 5160 14 4qO q80 1410 1160 2450 2g40 5450 5g20 1840 16 640 1250 lg20 2560 3200 5840 4450 5120 10240 15 810 1620 2430 5240 4050 4860 5610 6480 12g60 20 1000 2000 5000 4000 5000 6000 1000 5000 16000 CORNER STRAP SCHEDULE FORGE (LB5.) STRAP 51ZE NAILING CAPACITY (1-55.) 500 G522x24 (12) - IOd (520 1000 6515x24 (IS) - IOd 1270 1500 0518x48 (22) - IOd 1650 2000 MSTA56 (26) - IOd 2155 2500 M5751 (22) - 16d 2520 5000 MST45 (32) - 16d 3760 3500 M5T48 (32) - 16d 3160 4000 M5T60 (46) - 16d 4185 LOCATION AND SPACING ATTACHMENT BEARING WALL NON LOAD ANCHOR EMBEDMENT NOTES EXTERIOR INTERIOR TYPE BEARING WALL5 WALL5 WALL5 1/2"DIA. ANCHOR BOLTS 1 48 O.G. 12 O.G. N/A 3 1/2"DIA. EXPAN51ON ANCHORS 2 1/4" N/A 72" O.G. N/A 1 $ 3 0.111"DIA. POWDER ACTUATED 1 1/2" N/A 24" O.G. 45" O.G. 3 FASTENERS O.Ogq"DIA. POWDER ACTUATED I" N/A 12" O.G. 12" O.G. 3 FASTENERS NOTES: I. EXPAN51ON ANCHORS SHALL NOT BE ALLOWED WITHIN 10 INCHES OF 5LA5 EDGE 2. REFER TO 5HEARWALL SCHEDULE FOR 5HEARWALL SCHEDULE FOR ANCHORAGE REQURRMENT5. 3. RE: PLAN FOR ADDITIONAL NOTES. 4. ALL HARDWARE IN CONTACT WITH AGO TREATED LUMBER CLASS 6185 MUST BE SIMPSON ZMAX PRODUCTS THAT MEET A5TM A653. 5. HARDWARE IN CONTACT WITH BORATE TREATED LUMBER SHALL NOT BE REQUIRED TO MEET A5TM A653. WALL ANCHOR SCHEDULE NOTES: I. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWI5E 57A7ED. 2. COMMON OR DEFORMED SHANK. 3. COMMON. 4. DEFORMED SHANK (IF DECKING 15 GLUED TO THE FRAMING, DEFORMED SHANK 15 NOT REQUIRED). 5. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE 5UPPORT5 (10 INCHES AT INTERMEDIATE SUPPORTS FOR FLOORS), EXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 18 INCHES OR MORE. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 6. GORRO51ON-RE515TANT SIDING OR CASING NAILS. 1. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 8. CORROSION-RE515TANT ROOFING NAILS WITH 1/16" DIA. HEAD AND 1 1/2" LENGTH FOR 1/2" 5HEA7HIN6 AND 1 5/4" LENGTH FOR 25/32" SHEATHING. q. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16" GROWN AND 1 1/8" LENGTH FOR 1/2" SHEATHING SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING. IO.ALL NAILING INSTALLATION AND MATERIALS ARE TO BE IN GOMPLIANGE WITH THE REQUIREMENTS FOR THE SPECIFIED BUILDING CODE. II. SUBFLOOR, ROOF, AND WALL SHEATHING. 12.GOMBINATION 5U5FLOOR - UNDERLAYMENT. 13.NAIL SPACING SHALL NOT BE LESS THAN 2" ON CENTER. 14.5HEAR PANELS SHALL BE DE516NED FOR A LATERAL FORGE OF 1.20 kips. 15. EQUIVALENT RAMSET FOR NAILS A5 FOLLOWS: COMMON ALTERNATE NAIL GUN ad .............. 0.115" DIA. IOd .............. 0.125" DIA. 12d .............. 0.123" DIA. I6d .............. 0.133" DIA. METAL STAIR STRINGER SCHEDULE STRINGER LENGTH STRINGER SIZE < 10, MG IOX5.4 <20' MG 12XIO.6 MFTAI C;TAIQ gT;PINrF;P Cr1Jl=n1II 1= EFF. WINDOW AND 3 SECOND GUST WIND SPEED V (MPH) DOOR AREA (5F) q0 100 110 (INLAND II) * 120 (INLAND 1)* 130 (5EAWARD) <_ 10 14.6 -11.5 18.0 -24.1 21.5 -2q.1 25.5 -54.1 50.4 -40.1 II to 20 13.q -18.2 11.2 -22.5 20.5 -21.2 24.1 -52.4 2g.0 -58.0 21 to 50 15.0 -16.5 16.1 -20.3 Iq.5 -24.6 23.2 -21.3 21.2 -54.5 51 to 100 12.4 -15.1 15.5 -15.1 15.5 -22.6 22.0 -26.1 25.q -51.6 101 to 500 IO.q -12.1 15.4 -14.g 16.2 -15.1 1 1q3 -21.5 22.7 -25.2 DOORS AND WINDOW5 PRODUCTS TO BE USED SHOULD BE EVUALETED AND SPEGIFIGED BY TEXAS DEPARTMENT OF INSURANCE. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF) NO. ISSUE: DATE: BUILDING I PRICING /23/08 BLO6 FRAMING 2 PERMIT SET 5/21/OS M t ;! Sterling Engineering & Design Group 7171 Hwy 6 Noah, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 Aw % ♦ . _ •:++/ 8..... Imo: 9 ,f �1`rslpi� NGtSG�t�� MAY 2 2 2808 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the complete set of drawings. CoMM mAL - TRAIX s> cRFTs Tha Information disclosed herein Is proprietary with sterling Engineering 6 Design Group LLO, and should NOT be used, duplicated or disclosed without its e.Tress mitten permission. The Information herein Is part of a PATENT PENDING process/material I1hWJINORIZED USE OR GOP' W OF TEAS OR AW caMM feMM 15 SMOtY FMOM DRAWNBY: BJT/HMA DESIGNED BY: CHECKED BY: 55 DATE: 02/0 /01 PROJECT NO: q35-001 SHEET TITLE: SCHEDULES SHEET NO: SO-3 p .. _� 0 aD E a Ln I 00 0 0 N N 0 ru 0 n 3 N I I 0 Cn 0 z 0 J m a� c 0 0 0 U (D a) U c U n 6 0 0 i r') rn / c 0 0 0 Q 00 C) rn rn Q I u-) rn / CD EXTERIOR SHEATHING 2x WALL SELF LEVELING TOPPING 2x4 50LE PLATE FLOOR DECKING I5HEARWALL NAILING Q D_ zz lL o GONT. 2x4 RIBBON—/ p u� NAIL W/2-16d 2x WALL SELF LEVELING TOPPIN :_\ FLOOR DEGKING 2x 50LE PLATE 42 BRACING ® 5-0" O.G. AND AT BRIDGING TYP. HANDRAIL SEE ARCH SELF LEVELING TOPPING FOR 51ZE $ GONNX. FLOOR DECKING Q � z tL Q o NORMAL WT. GONG. TOPPING THICKNESS VARIES 1 1/2" TO 3" FLOOR DEGKING - IF A JOINT IN SHEATHIN 77F—LOOR TRU55 FLOOR TRU55 FLOOR TRU55 FLUSH BEAM RE: PLAN 15 LOCATED AT TOP OF PLATE 2XBLKG. REO'D IF SHEATHING 2x BRIDGING FOR 51ZE 2X BLKG BETWEEN TRUSSES. 15 INTERRUPTED @ TOP OF PLATE NAIL W/2-16d 2-2x BEARING PLATES 2-2x BEARING PLATES TOENAIL 2x BEARING WALL 2x BEARING WALL 2-16d 2x4 GONT. NAIL W/2-16d n EXTERIOR LOAD SEARING MALL n I LATER I OR LOAD SEARING WALL n BALCONY DETAIL SCALE: 5/4" = 1'-0' 2x 5HEARWALL 2x4 50LE PLATE SELF LEVELING TOPPING � BOUNDARY NAILIN6FLOOR DECKING w � GB TRU55 W/BRAGE5 o a o >� FLOOR TRU55(7YP) 2x5TRON6BAGK NAIL W/2-16d 2-2x BEARING PLATE 2x 5HEARWALL n I LATER I OR WALL FRAMING DETAIL SCALE: 5/4" NOT USED SCALE: 5/4" NOT USED SCALE: 3/4" J SCALE: 5/4" = 1'-0" NOTE: SHEAR PANELS NOT 5HOWN FOR CLARITY OFFSET FROM 2x TIE. 2x 5HEARAA BOUNDARY NAILIN6- AIR SPACE SEE MEGH 2x4 SOLE PLATE SELF LEVELING TOPPING / FLOOR DECKING IZCANT. 2x4 TI NAIL W/2-16d 2x4 BRIDGING FLOOR TRU55 2x4 VERTICAL BOUNDARY NAILING 2x BEARING PLA U\\ 2x8 TOP BEARING PLATE 2x 5HEARWALL �LOAD SEARING PARTY WALL DETAIL SCALE: 5/4" = 1'-0" 1 2-2x BEARING PLATES NOTE: 2x STUDS @BEARING MINIMUM LAP SHALL BE 2'-0" AND/OR 5HEARWALL W/8-16d STAGGERED AT NON -BEARING WALLS FOR SECT. 12A �P'LATE SPLICE DETAI L SCALE: 5/4" = 1'-0" SIMP50N G5 STRAP W/ 10-Sd NAILS @ EA. 516E SIMP50N PG P05T GAP WOOD RF• 5YM SPLICE IN BOTTOM PLATE SHALL OCCUR OVER SCALE: 3/4" TOP HUNG BALCONY TRU55 GA ULnNNII\V r�LL. 1 I NTER I OR LOAD SEARING WALL 2x6 LEDGE GONT. NAIL TO TRUSSES W/3-16d OR 2-1/2"%6x4" LONG LAG SGREW5 NORMAL NT. GONG. TOPPING THIGKNE55 VARIE 3" TO 1 1/2" FLOOR DECKING—\ — 2x WALL PROVIDE SEAT IN- TRU55E5 A5 REOD j— SELF LEVELING TOPPING 2x SOLE PLATE / FLOOR DECKING I NO. ISSUE: DATE: I BUILDING 1/25/05 PRICING FLUSH BEAM BLDG FRAMING RE: PLAN 2 PERMIT SET 5/21/OS FOR 51ZE SELF LEVELING TOPPING FLOOR DECKING �.......I III L'.'.'.'.'.'.'.'.'. GONT. 2x4 RIBS �l NAIL W/2-16d 1 PATIO TRUSS FLOOR TRU55 N/2-16 2x4 GONT. EA. FACE OR 2x N BEAM OR TRU55 BEARING NAIL /2-Ibd (IF REQUIRED BY MANUF.) TOENAIL 2-2x BEARING PLATES NAIL W/2-16d @ 12" O.G. 2-16d 2x BEARING WALL 1/2" MAX 1/2" MAX 2x4 GONT. ABEAM WIDTH + 3" NAIL W/2-16d BALCONY FRAM I NG DETAIL n FLUSH SEAM DETAIL SCALE: 5/4" = 1'-0' ON LOAD SEARING WALL SCALE: 5/4" = 1'-0" SCALE: 5/4" = 1'-0" 50ALE: 5/4" = I'-0" EXTERIOR SHEATHING 2x WALL— STUD, TYP. 1/4 v GONGRETE TOPPING _ I FLOOR DEGKING I J METAL STAIRS SEE ARCH. SEAMMEADER FRAMING DETAIL SCALE: 5/4" = 1'-0" NOT USED SCALE: 3/4" = 1'-0" WOOD BEAM RE: PLAN J Ll. S LL Q '50N CC COL. 'NI 3/4" DIA. .T5 TYP 2x 6- STUDS Ix4 LET -IN B AGE, SURFACE N ED PROVIDE IN EACH DIREG ON IN EACH I. T AT ALL FLOT R LEVELS 2-16d TYPIGA ID WOOD 2x10 END BLOCKING NAIL TO STUD UMN USING 6-12d Ne MATCH WALL HEIGHT I. THE BRACING ABOVE 15 NOT PART OF THE BRACING DESIGN BUILDING. 2. BRACING 5HOWN ABOVE 15 SUGGESTED GON5TRUGTION METHOD FOR TEMPORARY BRAGIN(7 REQUIRED DURING CONSTRUCTION ONLY. 3. CONSTRUCTION DETAIL 5HOWN ABOVE 15 MERELY 5U66E5TIVE AND THE ENGINEER 15 NOT RESFON51BLE FOR THE TEMPORARY BRACING OF THE BUILDING U51NO THE ABOVE METHOD. 18 TEMPORARY BRACING SCALE: NT5 FLUSH BEAM --J \ RE: PLAN LANDING OR CORRIDOR TRU55 INTERMEDIATE LANDING A/2-5//B10)IA. W/2-5/8" DIA. BOLTS SCALE: 5/4" = 1'-0" Od PIGAL -:2-2x4 STUDS SCALE: 3/4" = 1'-0' SCALE: 5/4" = 1'-0" K"J FLUSH BEAM ® 3rd FL00F TRIPLE 2x STUD PACK ( ONT. TO CORRIDOR TRUSS FOUNDATION 4T STAIR LANDING TRIPLE 2x BLOCKING DOUBLE 2x LANDING IN FLOOR CAVITY 'LATE TRIPLE 2x STUD PACK GONT. TO DOUBLE 5TUD TO FOUNDATION _ANDING PLATE EACH 51DE) NAILING GB TRU55 2x EXTERIOR 2x4 SOLE PLATE 2X BLOCKING FLOOR TRU55 2x STRONG BACK NAIL W/2-16d 2P HUNG FLOOR TRU55 T 1 W W � a 0 OrOl V SELF LEVELING TOPPING (IF REOV, RE: ARCH). rT�, FLOOR DE( KING a T i� rTl `•rTl/ IL 0 O � v ER I OR LOAD SEARING WALL DETA I Q 5GALE: 5/4" �' ' CONCRETE TOPPING RE: ARCH Sterling FLOOR DEGKIN Engineering METAL STAIRS BY OTHER & SEE ARCH Q Design I I Group I CORRIDOR 7171 Hwy 6 North, Sdite 201 I/4 TRU55 Houston, Texas 77095 P:(281)583-7088 F:(2811583-5495 BEAM RE: PLAN ;, ,. , ;.%% 2-3/4" DIA. A32 BOLTS @ E.A. GONNX. TYP.op • TAIR LANDING �* ........ ....... 410ENs��•� ,c 4w 10 `A`L MAY 2 2 20og This cFawing is part of a set of dra Ings for this BRICK IF SHOWN project and shall not be considered afd unless R ON ARCH. PLANS Is accompanied N the cornplete set of dravings. The information disclosed herein Is p bprletary with Sterling Engineering 6 Design Group LLG, and should NOT be used, duplicated or disclosed wi hout as express DROP BEAM mitten permission. The Information her on is part of a ABOVE OPENING PATENT PENDING ocess/m erlal UNI MORI) USE oR of TM OR /ffl' GOfREtlf5 fEREOF IS 57RIGiLY fORBIDM / DRAWN BY: BXA TRIPLE 2x STUD PACK GONT. TO FOUNDATOIN TRIPLE 2x BLOCKING IN FLOOR CAVITY TRIPLE 2x 57UD PACK GONT. TO FOUNDATOIN (3i - �h-r EACH CORNER. DESIGNED BY: JA6 CHECKED BY: 513 DATE: 02/04/01 ' PROJECT NO: 935-001 SHEET TITLE: FLOOR FRAM I NG SECTS.OETAI LS SHEET NO: STUD PACK BELOW SEAMS �X"�(�7 L. FRAMINGSO-4- 05GALE: 5/4" = 1'-0"E: ""RIOR WALL EDGE NAILING (TYP.) HOLDOWN ANCHOR WHERE SHOWN ON PLAN. (ANCHOR TO BE SET IN WITH SLAB POUR). NOTE: EXPANSION BOLTS OR HVA ANGHOR5 MAY NOT BE USED WITHIN 10" OF SLAB EDGE. ;1 CORN ER FRAMING DETAIL. tY J u z 0 rn E 0- U) LO �r I 00 0 0 N N a 0 -B a) 0 n rn N I I 0 cn i c� z 0 J m 1-1 rn 0 r) 0 U 7 r) N c- N n 0 0 0 I r1) rn c 0 a L 0 Q L 0 v m Q) co m Q I rn n 0 CD 1'-8 1/2,''. MAX. BETWEEN ELEVATION TYPICAL SMEAR PANEL NOT USED NOT USED EXTERIOR WALL EDGE NAILING (TYP) i �RWALL WHEN 5HEARWALL WHEN IN ON PLAN HOLDOWN ANCHOR 1 SHOWN ON PLAN WHERE 5HOWN ON PLAN. (ANCHOR TO BE SET IN WITH SLAB POUR). NOTE: EXFAN51ON BOLT5 OR HVA ANCHORS MAY NOT BE USED WITHIN 10" OF SLAB EDGE. INTERSECTING SHEARWALL (12)-12d NAIL5- STUD, TYP. i z FLOOR TRU55, TYP. :RIOR WALL E06E NAILING (TYP) HOLDOWN ANCHOR �RWALL WHEN WHERE 5HOWN ON NN ON PLAN PLAN. (ANCHOR TO BE SET IN WITH SLAB POUR). INTERSECTING SNEARWALL NOTES: I. ALL LUMBER USED FOR SHEAR PANEL CONSTRUCTION SHALL BE 2x, 5.Y.P. #2. 2. RE: NAILING SCHEDULE (SCHEDULE SHEET) FOR SHEAR PANEL 50LE ° NAIL TO PLATE AND DIAPHRAGM CONNECTION. RE: 5HEARW 3. SHEAR PANEL MEMBERS AND CONNECTORS, INCLUDING METAL 50HED. SHEE PLATES, SHALL BE DESIGNED TO RE51571200 LES OF LATERAL LOAD MINIMUM. TYP. SHEAR 4. ALTERNATE TO THE SHEAR PANELS IF DIFFERENT FROM ABOVE PANEL SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. DETAILS 5HOWN IN THI5 DETAIL REPRESENT A STAGGARED TRUSS BEARING CONDITION. ALL INFORMATION SHOWN 15 RELEVANT FOR A NON-5TAGGARED CONDITION. RE: FLOOR DETAIL TH15 SHEET FOR DEPICTION OF NON -STAGGERED FLOOR TRU55 W/ SHEAR PANEL. Q FLOOR TRU FLOOR TRU55, TYP. (BEYOND) SECTION PLAN I. STRAPS SHALL BE NAILED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. n FLOOR DETAIL SEE DIAPHRAM — NAILING DIAGRAM SHEET 50-5. ROOF TO TOP PLATE 5TRAPPING RE: CONTINUOUS LOAD PATH CONNECTOR SCHEDULE, 5HT. 50-3. Q Q FLOOR TO FLOOR STRAPPING RE: CONTINUOUS LOAL PATH CONNECTOR SCHEDULE, 5HT. 50-3' tw- ot � Q � J � J LL tL 0 0Z C o� t 0-- f/_ V w WALL TO BOTTOM PLATE STRAPPING RE: CONTINUOUS LOA PATH CONNECTOR SCHEDULE, 5HT. 50-3 EXTERIOR WALL 5HEARWALL WHEN SHOWN ON PLAN INTERSECTING SHEARWALL Z SOLE PLATE FLOOR DECK FACE NAIL 12-I0d T$5 SCHEDULED 5HEARWALL PANEL TO PLATE SPACE AT 2" O.G. AND 5TAG6ER ROWS I I/2" TYPICAL BLKG TO MATCH WIND P05T SILL PLATE Q J >L z • • • ILL STRAP RE: PLAN FOR 51ZE SILL BOLTS OR MA5 STRONG TIE RE: DETAIL II THI5 SHEET n FOU N DAT I ON DETAIL NAIL DECK TO BLOCKING WITH Bd @ 6" NOTES: I. PREFERRED ORIENTATION OF WALL SHEATHING 15 VERTICAL. ELEVATION OF TYPICAL SHEARWALL (PERPENDICULAR TO FRAMING 2x6 DIA. BRACES EA. END OF 5HEARWALL RE: DETAIL 10 THI5 SHEET 2-2x4 CRIPPLES TYP. ® EA. END RE: DETAIL 8 THIS SHEET 2-2x4 TYP EACH END NAIL 16/I6d @ 12" RE: DETAIL I THI5 SHEET ROOF TO TOP PLATE - STRAPPING RE: GONTINUOU5 LOAD PATH CONNECTOR SCHEDULE, 5HT. 50-5. w �LL 00 O O� Q SEE F, 14P� NAILI D FLOOR TO FLOOR SHEET "'�f 0- STRAPPING RE: CONTINUOUS LOA PATH CONNECTOR SCHEDULE, 5HT. 50-3Mai Q J O J IL 0 Q O IF- Q La t- w WALL TO BOTTOM PLATE STRAPPING RE: CONTINUOUS LOA PATH CONNECTOR SCHEDULE, 5HT. 50-5. w z INTERSECTING SHEARWALL TYP. DRAG TRU55ES 4-I6d TYP. iu Q 2-2x4, NAIL i W/I6d ® 12" o D- 0 HOLDOWN ANCHOR WHERE 5HOWN ON PLAN DIA. HOLDOWN ANCHOR BOLT RE: FOUNDATION ANCHORAGE SCHEDULE (SCHEDULE SHEET) SEE DIAPHRAM — NAILING DIAGRAM SHEET 50-3. DIA. BRACE L WHEN PLAN W %mil%'//� NO. ISSUE: DATE: BUILDING I PRIGING 1/23/08 BLDG FRAMING 2 PERMIT SET 5/21/08 21" LENGTH PROVIDE MINIMUM I" END DISTANCE EQUAL NUMBER OF 51MP50N 5TRONG-TIE SPECIFIED NAILS IN EACH END 0516 ^/ H CS-16 DETAIL W �a O 0 OV 8-I6d TYP. Q� 2x6 BLOCKING FRAMING ANCHOR ;•� • RE: ROOF TRU55 CONNECTOR SGHE ' I • ;::' :.; •. Fi-i (SCHEDULE SHEET) O� l F� V 51MP50N ZMAX 57RON67-TIE MAS WALL STUD 2-2x4NAIL , NOTE: 12"O.G. SPADING FROM END OF WALL OR W/I6d @ 12" FROM CORNERS AND ® 5'-0" SPACING THEREAFTE . (TYPICAL) 2x4 BLOGKIN5 W/5-12d TO ROOF UNIT TO BE CONSTRUCTED IN ACCORDANCE EACH BLOCKING WITH TPI CRITERIA. OUR DETAILS ARE IN ADDITION PIECE TO TPI REQUIREMENT ROOF DETAIL /;,1 MAS STRONG TIE ROOF DECKING OVERLAP 5HERT9--I Q6 IN LIEU OF TOP PLATI TO STUD 57RAPPIN6 IN LIEU OF WALL TO L SILL BOLTS, RE: 5HEARWALL SCHEDULE BOTTOM PLATE STRAPPING SHEET FOR SIZE $ SPACING (SHEET 50-3) (FOR BOTH COND.) NO SHEATHING GONDITION PLYWOOD/055 CONDITION GYP SHEATHING CONDITION 5HEARWALL LENGTH - RE: PLAN (,,,)ELEVATION OF TYPICAL SHEARWALL (PARALLEL TO FRAMING) DRAG TRU55 RE: PLANS FOR ORIENTATION FRAMING ANCHORS RE: ROOF TRU55 Sterling Engineering Design Group CONNECTOR 7171 Hwy 6 North, Suite 201 SCHEDULE Houston, Texas 77095 — P:(281)583-7088 F:(281)583-5495 — A OFrF CIO •:4�,1j1 i * 11 .........•. *.W �.. .... ..........j '�, �F �!CENSE.�•�,�'�i — 1� SS/pNA1.6�G CRIPPLES TYP. ° EA. END MAY 2 2 2008 This ctawlN is part of a set of drawings for this project and shall not be considered valid unless it RE: DETAIL 8 SIMILAR is accompanied by the complete set of dramirgs. �DWAL TRADE THI5 SHEET - The Informatlon disclosed herein is proprietary with WIND POSTS Sterling Engineering t Design Croup LLD, and should TYP EA END NOT be used, duplicated or disclosed without its express written permission. The lnformotion herein is part of a PATENT PENDING process/material — WN NORI23) USE OR GOMO OF THI5 MY LaNI�HrI'S MT4F 15 S MOILY FOIWM (^O'JR RE: DETAIL I THI5 SHEET DESIGNED BY: ,IAG CBECKED BY: DATE: 02/09/01 PROJECT NO: q35-001 iHEARWALL SEC' SO-5 �-n ROOF E A H5 @ EA. OUTRIGGER 2X OUTRIGGER 2X EACH MEMBER SOLID 2x BLOCKING EXTERIOR SHEATHING TRUSSES NAIL W/IOd ® 4" 1 inl�VLl� L I I I�VJV MANUFACTURER GIRDER TRUSS FRAMING SCALE: 3/4" = 1'-0" LWB (A5 RE BY DESIGN) 0 6 LATERAL SUP"PiO� 5GALE: E Q 2x4 DIAGONAL BRACE (DB) Tl AT EACH END WALL @ 20'-0" MAX. INTERVALS ALONG EACH LATERAL WEB BRAGS. 0 0 N N 0 -a a) 0 1u Q D- z tL < � o D-- a o Ei N I i 0 In c� z 0 J m / LATERAL SUPPORT DETAIL ELEVATION 0 SCALE: 3/4" = 1'-0" 0 a U) O N L U N O O O I Uo rn C O 0 L 0 a O C� U) Q I r7 / C1(J57ALE-- NOT USED 5/4" = 1'-0" TCB (ALTERNATE) (PREFERRED) IL (SECTION GONT. LATERAL WEB BRACE (LWB) A5 REQUIRED BY TRU55 DESIGN OR FOR ERECTION. GONT. TOP CHORD BRACE WEB MEMBER 2x WALL 2x4 GONT. NAIL W/12d ® 16" O.G. ROOF OVERHANG DETAIL SCALE: 3/4" = 1'-0" ROOF DEGKINI INVERTED 51MP50N W24 HANGER ROOF DECKING TOENAIL W/ 2-12d 2x4 48" O.G. NAIL W/2-16d ® EA. 7RU55 A35F FRAMING ANCHOR NAIL W/6-5d RE: 5/50-3 FOR UPLIFT ANCHOR IN ACCORDANCE WITH UPLIFT FORGES FLUSH BEAMS IN SHOP ORMING5 RE: PLAN IR SPACE FOR 51ZE SEE ARCH RE: PLAN FOR SIZE FLUSH SEAM DETAIL DROP SEAM DETAIL 3 DRAG TRUSS DETAIL SCALE: 3/4" = 1'-O" SCALE: 5/4" = 1'-0" A55 FRAMING ANCHOR NAIL W/6-Sd ROOF DECK ROOF BOTT. CHORD BRAGE i 2x BEARING WALL ROOF TRU55 FRAMING ANGHO I —,T tT RE: 5/50-3 FOR UPLIFT ANCHOR IN RE: ROOF GONNX ACCORDANCE WITH UPLIFT FORGES 2-2x BEARING PLATE SCHEDULE GONT. 2x JUMPER IN SHOP DRAWINGS (WIDTH A5 REQ'D.) 2-2x BEARING WALL IR SPACE SEE ARCH INTER LOAD SEARING NALL DETAIL LOAD SEALING PiARTY WALL SCALE: 3/4" = 1'-0" ROOF DECKING 'NAILING LA ,i iL/ i\r ALL TRUSSES NAIL 51ZE D 5PAGIN TO MATCH PtEATNALL SOUNDARINAILIN6 2x DRAG TRUSS DETAIL SCALE: 3/4" = 1'-0" FRAMING ANCHORS-/ IOd @ 16" O.G. PROOF DECKING - ROOF TRUSSES DRAG TRU55 x BLOCKING NO. ISSUE: DATE: I BUILDING 1/25/03 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS 2-16d 1�/I BOUNDARY NAILING W 2x5HEARWALL NOT USED W Z 5GALE: 3/4" = I'-0" a a Q J 7^ p-- L 1 FFF'�-111 2x4(5HIPPED LOOSE), BRACES AS REQUIRED BY TRUSS MANUF. TOENAIL W/2-16d ANCHOR IN RE: ROOF GONNX 2-2x BEARING IFT FORGES SCHEDULE PLATES A35F FRAMING ANCHOR NAIL W/6-8d TOENAIL W/ 2-16d TOENAIL W/ 2-16d 2x4 DIAGONAL BR FULL LENGTH, NAIL W/2-16d(TYP.) ROOF TRUSSES 2x BEARING q l NTER I OR LOAD SEAR I N SCALE: 5/4" = I'-0" OVER FRAMING OVER ROOF DE K LOW ROOF EDGE NAILING A35F FRAMING ANCHOR d 2x6 BLOCKING T$B O O NAIL W/I6-Sd o 0 2X4 DIAGONAL BRACING ROOF TRU55E5 O ® I:I SLOPE (TYPICAL) ROOF DECK o 1C/)-� TOP FLOOR . PI.hW P-1 W NOTES E� �•J W BRACES SHALL BE Ix& OR 2x4 STUD GRADE LUMBER. �. BLOCKING SHALL BE 2x6 LUMBER. 3. NAIL SHEATHING TO BLOCKING WITH Sd NAILS @ 6" O.G. i--1 4. NAIL BRACE TO BLOCKING WITH (3) - 16d. 5. NAIL BLOCWITH KING TO TRUSS (2) - Ibd. O O J 6. NAIL BRACE TO INTERMEDIATE TRUSS WITH (2) - 16d. r 1 Q J � 2x(2 BLOCKING T#BLL O 2X4 DIAGONAL BRACING ROOF TRUSSES (TYPICAL) w MTV a- tY @ I:I SLOPE @) M•1� FACE NAIL TO' FLOOR ft. pLNpO W/2-16d ALL DETAIL ROOF EDGE NAILING ROOF DECK ROOF TRUSSES —f::: NOTM I. BRACES SHALL BE STUD GRADE LUMBER. 2. NAIL DECKING TO TOP CHORD BLOCKING W/Sd @ 6" O.G. 3. NAIL BRACE TO INTERMEDIATE TRUSSES W/2-16d 10 SGAOO/411 = BRACING II ROOF DE ROOF EDGE NAILING ROOF DECK OVER FRAMING OVER K LOW ROOF EDGE NAILIN ROOF TRUSS ROOF TRU55 2x4 GONT. 2x WALL ROOF TRUSS NAIL W/12d GIRDER TRUSS 16 O.G. RE: 3/50-3 FOR UPLIFT ANCHOR IN ACCORDANCE WITH UPLIFT FORGES IN SHOP DRAWINGS OVELLAI D FRAMING LOAD SEALING WALL OVERLAID FRAMING 6 GIRDER TRUSS 5GALE: 3/4" = 1'-0' �` J SCALE: 3/4" = I'-0" 5GALE: 3/4" = I'-O" 5GALE: 314" = 1'-0" NOT USED SCALE: 3/4" = 1'-0" ROOF TRUSS PERPENDICULAR TO �q NON —LOAD SEARING INTERIOR WA SCALE: 5/4" = I'-O" 2-16d EACH END ROOF TRUSS PARALLEL TO NON —LOAD SEALING INTELIc SCALE: 5/4" = 1'-0" Sterling Engineering Design Group 7171 Hwy 6 Noah, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 Co • ' 4p 1 ....... * • ..+ .. W. 74�• ....... r 1.... ENSE, Ci MAY 2 11008 This drawing is part of a set of drawings For this project and shall not be considered valid unless It is accompanied by the complete set of drawings. CMDWAL - TRADE SECRETS The information disclosed herein Is proprietary with 5terling Engineering d Design Croup 110, and should NOT be used, duplwated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDINb process/material IRUDF MZED USE OR WFYW OF TRS OR Aw OO MR S IE W Ei STRICTLY FORBI M DRAWN BY: EUTMMA DESIGNED BY: �G CHECKED BY: DATE: O2/0Q/01 PROJECT NO: �I3rJ--00� SHEET TITLE: :ING ROOF FRAM I NG DETA I LS SHEET NO: SO-6 ROOF E P nnnvvu� u n n iw:..r MANUFACTURER GIRDER TRUSS FRAMING SCALE: 3/4" = 1'-0" c 6 LATERAL SUI�I,01 SCALE: 3/4" = I'-0" E a U) 2x4 DIAGONAL BRACE (Da) Tl % I I AT EACH END WALL @ 20'-0" I MAX. INTERVALS ALONG EACH 00 LATERAL WEB BRACE. 0 N M J NTE) DETAIL (SECTION CONT. LATERAL WEB BRACE (LW5) AS REQUIRED BY TRUSS DE516N OR FOR ERECTION. VCONT. TOP CHORD BRACE WEB MEMBER BOTT. CHORD BRACE m q LATERAL SUPIP09T DETAIL ELEVATION 0 50ALE: 3/4" = 1'-0" 0 U) / Y O N U C N 11 O 0 O I Ln O c 0 0 O a 0 U U) U) U) Q 1 Ln r7 3 61, NOT USED SCALE: 3/4" = 1'-0" ILI Q O z Q o � DRAG TRUS 19-1 IOd @ 16" O.G. 2x10 CONT. l 1/4" MAX. DRAG TRUSS DETAIL SCALE: 3/4" = 1'-0" ROOF DECKING IOd @ 16" O.G. PROOF DECKING ROOF TRUSSES NAIL 51ZE AND 5PACIN, IOd @ 16, O.G. TO MATCH 5HEATWALL STAGGERED BOUNDARY NAILING 2x BLOCKIt BOUNDARY NAILING 2x 5HEARWALL FLUSH BEAMS RE: PLAN IR SPACE FOR 51ZE SEE ARCH FLUSH SEAM DETAIL SCALE: 3/4" = 1'-0" NOT USED SCALE: 3/4" = 1'-0" A35F FRAMING ANCHOR NAIL W/6-Sd I 2x4 DIAGONAL B' FULL LENGTH, NAIL W/2-16d(TYP ROOF TRU55E5 3 DRAG TRUSS DETAIL „ IOd @ 16" O.G. i---ROOF DECKING DRAG TRU55 2x BLOCKING BOUNDARY NAILING 2x SHEARWALL 2x4(5HIPPED LOO5E)- BRACES AS REQUIRED BY TRU55 MANUF. ROOF TRU55 — 2-16d FRAMING ANCHOR I RE: ROOF GONNX TOENAIL W/2-I6d SCHEDULE 2-2x BEARING FACE NAIL W/2-Ibd PLATES 2x BEARING WALL INTERIOR LOAD SEARING MALL DETAIL SCALE: 3/4" = 1'-0" DECKING A55F FRAMING ANCHOR NAIL W/6-bd 2x4 DIAGONAL BRACE ROOF TRUSSES FULL LENGTH, TOENAIL W/ NAIL W/2-16d(TYP) 2-I6d a FRAMING ANCHORS RE: ROOF GONNX 50HEOULE GONT. 2x JUMPER (WIDTH A5 REO'D) 2-2x BEARING WALLAIR SPACE SEE ARGH LOAD SEAR I NG PIARTY WALL SCALE: 3/4" = 1'-0" z Q LU -t 1-- D- I ui 2x6 BLOCKING T413 IL V U_ 0 2X4 DIAGONAL BRACING ROOF TRUSSES a(3 @ I:I SLOPE (TYPICAL) rz TOP FLOOR (0m. PLAi� NOTES BRAGE5 SHALL BE Ix6 OR 2x4 STUD GRADE LUMBER. �. BLOCKING SHALL BE 2x6 LUMBER. 3. NAIL SHEATHING TO BLOCKING WITH Sd NAILS @ 6" O.G. 4. NAIL BRACE TO BLOCKING WITH (5) -I6d. 5. NAIL BLOCKING TO TRU55 WITH (2) - Ibd. Q 6. NAIL BRACE TO INTERMEDIATE TRUSS WITH (2) - 16d. w 0- Q D w 2xb BLOCKING T$5 IL 0 2X4 DIAGONAL BRACING ROOF TRUSSES (TYPICAL) o @ I:I SLOPE I — TOP FLOOR (hE� PLI1W NOTES I. BRACES SHALL BE STUD GRADE LUMBER. 2. NAIL DECKING TO TOP CHORD BLOCKING W/Sd @ 6" O.G. 3. NAIL BRACE TO INTERMEDIATE TRUSSES W/2-I61d NOT USED SCALE: 3/4" = 1'-0" ROOF TRUSS PERPENDICULAR TO NON -LOAD SEARING INTERIOR WA SCALE: 5/4" = I'-0" PARAPET DETAILS SCALE: 5/4" = 1'-0" -I6d EACH END ROOF TRUSS PARALLEL TO NON -LOAD SEARING INTERI( SCALE: 5/4" = 1'-0" NO. ISSUE: DATE: BUILDING I PRICING /23/03 BLDG FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering 1.71C. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 i .,5+ 1� � ....:... ...... %•• ...0 rl 0,�& %./CENSSP ' i�, F 11 0`1V A.L `4-01 MAY 2 2 2008 This d-aning is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the conplete set of drovlrgs. GOFEID8rT1AL -TRADE 56GRET5 The hformatlon disclosed herein h proprletary with Sterling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed WoA Its express Written permission, The information herein Is part of a PATENT PENDING process/material iRINlINORI D II5E OR GOwfM OF 7I115 OR ANY O9101`151�fOF Ei 51RIOTLY FORBIDG9d DRAWN BY: M/HMA DESIGNED BY: 7 SLIP AT (I) CHECKED BY: $B F BTM. CHORD DATE: 02/OQ/01 PROJECT NO: q55-001 SHEET TITLE: :ING ROOF FRAMING DETAILS SHEET NO: SO-6A r. r. r . r, r. r. a. r. 15 SCALE: 5/4" = 1'-0" 1/4" GAP PL. AT TOP OF COLUMN (TYP.) 1 1/2" (TYP.) I' • ii I' • i1 I' i 5TL. BM I I /7" (TYp I Q A* •: WELD ALL AROUND TYP. TUBE COLUMN I BM. TO COLUMN CONNECTION EQUAL TO PER PLAN \ DOUBLE ANGLE BM. TO BM. v BM. PER PLAN i i I/2 THE AISG BEAM (ALLOO WABLE UNIFORM LOAD) TABLE CONNECTION EQUAL TO 1/2 OF THE AISG BEAM 3/8" THK. PLATE T5 COLUMN FOR THE BEAM SPAN 5HOWN IN THE BEAM TABLES OF THE (ALLOWABLE UNIFORM LOAD) TABLE FOR THE BEAM SPAN 5HOWNNIDER IN THE BEAM TABLES OF THE IF BM 15 THAN T \ ((Ai TIMBER N PER PLAN PER PLAN A15G MANUAL. AISG MANUAL. COLUMN WIDTH BM SADDLE MADE YV 5/5" THK. PLATE W/ 2-5/4" DIA. T5 COLUMN THROUGH BOLTS PER PLAN TS COLUMN TO WF SEAM CONNECTION WF BEAM TO WF BEAM CONNECTION WOOD SEAM SADDLE AT TS COLUMN STUD WALL GONT.50LID BLOCKING BETWEEN STUDS TNT. w/ � LAG BOLTS @ 16" O.G. STUD WALL WOOD BEAM, SEE PLAN FOR 51ZE AND TYPE. BRICK VENEER SkICK HEADER SCHEDULE SPAN LENGTH ANGLE 51ZE 0'-0" TO 3'-0" L 3-I/2x3-I/2xl/4 3'-111 TO 6'-0" L6xk5/16 6'-111 TO 10'-0" L8x4xl/2 NOTE: I. STEEL LINTELS WITH SPAN LENGTH GREATER THAN 10'-0" SHALL BE DESIGNED BY THE STRUCTURAL ENGINEER. 2. MINIMUM 6" BEARING, EACH END OF LINTELS. 3. TWO GOATS OF RUST RE515TANT PAINT TO BE APPLIED TO ENTIRE SURFACE OF STEEL. L bx43/8 LLV GONT. w/ 1/2" DIA. x 3" LONG LAG BOLTS ® 16" O.G. STEEL ANGLE TO STUD WALL DETAIL STEEL LINTEL TO WOOD SEAM DETAIL 8 STEEL LINTEL SCHEDULE AND N SCALE: 5/4 1 0 5GALE. 3/4 1 0 50ALE. 5/4 1'-011 0 1 y SHEATHING ''-2x STUD ON EACH SIDE OF COLUMN �TTAGH W/ 2-HILTI 5-WWI2-2441/2 PFH 4 SELF -DRILLING WING SCREW 12" O.G. (TYP) STEEL BE) T5 COLUMN PER PLAN JAILING PER SCHEDULE TS COLUMN INSIDE WALL DETAIL SCALE: 514" = 1'-0" Q� w�Ef Q O z� x TOP NAILER FASTEN W/ 2" DIA. A501 THREADED TUDS @ 48" O.G. ENGTH AS REQUIRED. 2x 51DE NAILER5 W/ 1/2" DIA. THROUGH BOLTS ® 12" O.G. STAGGERED. LENGTH AS REQUIRED. LX I ICJ I VI'I IV/'ULLIt I n:J LIv W/ 1/2" DIA. A301 THREADED STUDS @ 4S" O.G. LENGTH AS REQUIRED. TYPICAL DETAIL — WOOD NAILER ATTACHMENT 3/8" GAP PLATE WELD GONT. TO GLOUMN TUBE STEEL COLUMN, SEE PLAN 'L 3/4" x BM WIDTH x REQ'D V/4-3/4" DIA. BOLTS 1N PER PLAN OT USED SCALE: 5/4" = I'-0" 1 1/2" (TYP.) BA5EPLA7E —� N COLUMN CENTERED ON BASE PLATE (U.N.O.) T5 51ZE5 BASE PLATE ANCHOR BOLTS 411x4"xl/4" 10"xl0"x5/8" 4 - 5/4" DIA. A301 X 8" 511x5"xl/4" 10"x10"x5/8" 4 - 5/4" DIA. A501 X 8" 6"x6"xl/4" 10"x10"x5/8" 4 - 3/4" DIA. A525 X 8" 8"x8"xl/4" 12"x12NI" 4 - 1/5" DIA. A325 X 8" SASE PLATE SCHEDULE SCALE: 5/4" = I'-0" I j CLIP L3x3xl/4 j EQ. EQ. j VERIFY W/ ELEV. MANUFACTURER 3/I6 CANT, aEAM TO TS COLUMN CONNECTION 13 TS SEAM TO TS COLUMN CONNECTION MOIST SEAM PLAN SCALE: 5/4" = 1'-0" SCALE: 5/4" = 1'-0" 2X6 PARTI WALL a LU w� Q v r� w Qo z� 2x TBOTTOM NAILER FASTEN W/ 1/2" DIA. A301 THREADED STUDS @ 45" O.G. LENGTH AS REQUIRED. S ECT I ON AILER FASTEN W/ A501 THREADED 48" O.G. 6 REQUIRED. SIDE NAILER5 N ?" DIA. THROUGH BOLTS 12" O.G. STAGGERED. :NGTH AS REQUIRED. - I L. LI 1 PER PLAN ELEVATOR SHAFT RE: PLAN NOTE: I. THE DETAILS GIVEN IN THI5 SHEET ARE "TYPICAL" ONLY. THE BA51G CONCEPT/PRINCIPLE PRESENTED IN THESE DETAILS CAN BE EXTENDED TO SUIT SIMILAR SITUATIONS NOT MENTIONED IN THI5 DRAWING. 2. THESE DETAILS ARE APPLICABLE FOR BRICK/STONE VENEER SITUATIONS WHERE: o) THE VENEER DOES NOT EXCEED 401b/scl.ft. IN WEIGHT. b) THE HEIGHT OF VENEER DOES NOT EXCEED 30 FEET. 3. ALL ELEMENTS OF BRICK/STONE VENEER SUPPORT SHALL BE FULLY ENGINEERED. FOR ANY INFORMATION NOT GIVEN IN THE STRUCTURAL DRAWINGS, YOU MAY REFER BACK TO THE STRUCTURAL ENGINEER FOR FURTHER CLARIFICATION. 4. ALL VENEER SUPPORTING WOOD MEMBERS SHALL BE DESIGNED FOR A DEFLECTION NOT EXCEEDING 11600 OF THEIR SPAN. 5. THE DETAILS SHOWN HERE ARE DE516N TO SUPPORT A MAXIMUM 10'-0" HEIGHT OF BRICK. FOR HEIGHTS GREATER THAN 10'-0" CONTACT THE STRUCTURAL ENGINEER FOR THE SUPPORT DESIGN FOR THESE CONDITIONS. BRICK SUPPORT NOTES F.F. 5GALE: N.T.5. GONGRET� �cr,ri NO. ISSUE: DATE: BUILDING PRICING 1/25/03 BLDG FRAMING 2 PERMIT SET 5/21/OS �0 TS COLUMN SASE DETAIL VIM - SCALE: 514" = 1'-0" / Sterling Engineering (2) 1/2" DIA. x 5" LONG EXP. ANCHORS BOTH SIDES INTO REINF. CELLS ELEVATOR H015T BEAM Design 0 57D A15G DBL L GONNX. Group 0 7171 Hwy 6 North, Suite 201 L4x4x3/8 x 6" LONG w/ Houston, Texas 77095 2-1/2" DIA. x 5" LONG EXP. ANCHOR P:(281)583-7088 F:(281)583-5495 (FOR ERECTION ONLY) % ...• ....... HOIST SEAM TO CMU WALL CONNX. CE N o SCALE: 3/4" = 1'-0" ,%%kvE•UNA�E��r MAY 2 2 2008 This all Is part of a set of drawings for this project and shall not be considered valid unless it Is accomponled N the complete set of drawings. CMDWAL — TRADE SEC.RET5 The information disclosed herein B proprietary pith Sterling Engineering d Design Group LLO, and should NOT be used, duplicated or disclosed without Its express rvrltten permission. The Information herein Is part of a PATENT PENDIN6 process/material WMHORM U5E OR COPYING Of M rM oR Aw coNre+rS N�OF � 51RlcnY r�IDoea DRAWN BY: BJT/HMA DESIGNED BY: JA6 CHECKED BY: E35 DATE: 02/04/01 PROJECT NO: C135-Col SHEET n=: GENERAL STEE DETAILS SHEET NO: SO-7 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" NO. ISSUE: DATE: MATCH LINE 5 RE: S24A 1 T I�-� I I Iit ! ! II --_ !.I I I I _ i_I-_I I jl I I ! IITI rf1 Illl ITTI f IT`S II I li IIIIIIIIIIIIIIIIIIIIIIIII I I! 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I!i I I I I I I I !IIII! __, II III!II!IIIIII! �II''!Illlllllllpi I I I , 11111, �III,!IIIIIII!IIII' !! (IIII II d,IIi�Ij III , I, IIIIIII III! e J IIIIIIIIIII!II rT'y BT @ 24" O.G. I1111!!IIIII!IIIIIII MI 1. PARTIAL LEVEL 2 FRAMING PLAN - CLUBHOUSE t RETAIL SPACE SCALE: 1/8" = I'-0" NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1 " < 6-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER ZING 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TAGGERED). KEY PLAN LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-I" < 5'-0" 2-2x10 1 , 2 514" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-O" 2-2x12 1 , 2 S'-I " < 10'-0" 2-2x12 1 '2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG Ibd NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS I5T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I KING P05T I I 1 1 2'-1 " < 4'-0" TRIMMER 2 2 1 1 KING P05T I I 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 KING P05T I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING POST I I 1 1 6'-1" < 8'-0" TRIMMER 5 3 2 2 KING POST I I I I 8'-1"<_ 10'-0" TRIMMER 5 3 2 2 KING POST I I I I WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMPSON HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-5 4212 1 (4) 2 x 12 HHUS210-4 ANTHONY P10WER SEAM 3000F SEAM SCHEDULE 3 1/2" $ 5 1/2.................Fb = 5000 7".........................................Fb = 2500 D405 3 1/2" x 7 1/4" H6U5410 B40Q 3 1/2" x 51 1/4" HGU5410 5410 3 1/2" x q 1/2" H61J5410 E3411 3 1/2" x II 1/4" HGU5412 E3412 3 1/2" x II 1/5" HGU5412 5414 3 1/2" x 14" HGU5414 5416 3 1/2" x I6" HGU5414 5418 3 1/2" x 13" HGU5414 5608 5 1/2" X 7 1/4" HGU55.50/10 8611 5 1/2" x II 1/4" H6US5.50/12 5612 5 1/2" x II 1/8" H6U55.50/12 5614 5 1/2" x 14" H6U55.50/14 5616 5 1/2" x 16" HGU55.50/14 B615 5 1/2" x IS" HOU55.50/14 5701 7" x 7 1/4" HGU57.25/10 5701 7" x q 1/4" HGU57.25/10 B710 7" x q 1/2" 1­16U57.25/10 B711 7" x II 1/4" H6U57.25/12 B112 7" x II 7/8" H6U57.25/12 5714 7" x 14" HGU57.25/14 5716 7" x 16" HGU57.25/14 5715 7" x 13" H6U57.25/14 671q 7" x 19 1/4" HGU57.25/14 5720 7" x 20 3/6' U57.25/14 B122 7" x 22" HG 7.25/14 B125 7" x 23 5/5" HGU57. 4 B124 7" x 24 3/4" HGU57 4 B126 7" x 26 1/5" HG 7.25/14 6721 7" x 27 1/2" U57.25/14 5728 7" x 28 1/5" 1­165,U57.25/14 FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING 5HALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT"WALL5 ABOVE. 5, ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-O" OR LONGER IN LENGTH SHALL HAVE GONTINUOU5 BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. a. THE TRUSS LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWING5. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING PIMEN51ONS AND BACK6ROUND5 WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - - - - BRIDGING UNA - UNDER WALL ABOVE BUILDING 1/25/05 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering (Xr Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 P • ........,s�� �..... B0 r�.. " ...... 1J ,��A'Pp ••. OCENS•• ���i �%'TS ON``��G•i � MAY 2 2 2008 This dranmg Is part of a set of drawlrgs for tills project and shall not be considered valid unless it Is accompanled by the complete set of drawNS. aMM"AI- - TRADE SBCRerS The information disclosed herein Is proprietary with 5terllrg Engineering 6 Design Group _4 and should NOT be used, duplicated or disclosed without its eiloress written permission. The Information herein Is part of a PATENT PENDING process/material WOMED ME OR GOPYM OF M5 OR MY cohnans Is MtY FOPS M DRAWN BY: BJT/FfMA DESIGNED BY: JA6 CHECKED BY: iS DATE: 02/0Q/07 PROJECT NO: Q35-001 SHEET TME: UNIT FkAM I NG SHEET NO: S24 is C 0 a� N I ib 0 0 N N N 0 a� 0 0- Q I N cn i CD z 0 J m c 0 0 i (n U C a) a- 0 0 0 1 rn 0 0 0 a 0 U m Z3 n a Q I Ln 0) z _MATCH LINE 6 I I I I it I I I I I I a RE: S#-# ❑ I I I I ❑i I 1 ILEO I I I ❑ I h r❑ 11 I - Q r -1 1 _ I _-- -----.,.. I O% ❑ ❑ ❑ ❑ ❑ ❑ KEY PLAN y °O 1 31 O — !'3 �i I E I; y � / i— \ O \ y p � I O ( — o / �Q- - - - n_� - T --.._-.---= _-_ __--_ _ - ---®- j1\ \ ; ' O / / / B J 24' O.G B \ i � w B E d I i _. J -- - i O i I I77 r �F i I` p j \ li r .. E . B /\ 1 ell I to / VA W l / �J[ p / / Itt �S g g 1 U 77 p 1 B �y. I I I i I r � I B i g iI [ _2212 J, t _.�-- v 2212-06A) _ t 2212(UWA) i (I E i 22 2N .. .. — — — _.. \\ �. _--._ _- ___ __ _____w____.___-_.__- .--.-..__ =- _=__=.-=.-___-.--. _ p / /- � . f,-- � - - - MATCH LINE / G01 RE. S#-# /ii� /// / o O MATCH LINE 5 O ry'L�� 0I }-Illllilillillii „I ,PARTIAL LEVEL 2 FRAMING FLAN - CLUS,HOUSE 4 RETAIL SPACE SCALE: 1/8" = 1'-0' NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1 " < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING POST SCHEDULE CLEAR SPAN 57UD5 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I KING P05T I I 1 1 2'-1" < 4'-0" TRIMMER 2 2 1 1 KING P05T I I 1 1 414" < 5'-0" ER TRIMMER 3 2 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING P05T I I I I 6'-1" < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I 8'-1 " < 10'-0" TRIMMER 5 3 2 2 KING P05T I I I I LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1, 2 2'-1" < 4'-0" 2-2x8 1, 2 4'-1" < 5'-0" 2-2x10 1 , 2 < 6'-C 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADER5 LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB — GLULAM BEAM GONT - GONTINUOUS - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UWA - UNDER WALL ABOVE FLOOR FRAMING NOTES 1. TRUSS 5PAGING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALLS AND / OR SHEARWALL5 LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND 5HOINN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS -.... .--..-. 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -SEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. a. THE TRU55 LAYOUT 5HOWN ON THI5 DRAWING REPRESENTS 01REGTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMEN51ON5, BRACING AND GONNEGTI ON5. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN35. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL 5GHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARGHITEGTURAL DRAWIN65 AND REPORT ANY DI56REPANGIE5 TO THE STRUCTURAL ENGINEER. WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE ' 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 528 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 ANTHONY POWER SEAM 3000F SEAM SCHEDULE 3 1/2" 8 5 1/2.................Fb = 3000 7".........................................Fb = 2500 8408 3 1/2" x 7 1/4" HSU5410 B40q 3 1/2" x q 1/4" H6U5410 5410 3 1/2" x q 1/2" HGU5410 E3411 3 1/2" x 11 1/4" H6US412 5412 3 1/2" x 11 7/8" H6U5412 E3414 3 1/2" x 14" H6U5414 5416 3 1/2" x 16" H&U5414 5418 3 1/2" x IS" H6U5414 8608 5 1/2" X 7 1/4" H6U55.50/10 5611 5 1/2" x 11 1/4" HGU55.50/12 8612 5 1/2" x 11 7/8" 1-16U55.50/12 5614 5 1/2" x 14" HGUS5.50/14 8616 5 1/2" x 16" H6US5.50/14 561S 5 1/2" x IS" H67U55.50/14 13707 7" x 7 1/4" HGU57.25/10 5701 7" x q 1/4" HGU57.25/10 E3110 7" x q 1/2" HGU57.25/10 B711 7" x 11 1/4" H6U57.25/12 5712 7" x 11 7/8" HGU57.25/12 5714 7" x 14" H6U57.25/I4 5716 7" x 16" HGU57.25/14 5718 7" x IS" H6U57.25/14 13711 7" x la 1/4" HGU57.25/14 B720 7" x 20 3/8" U57.25/14 15722 7" x 22" HG 1.25/14 8723 7" x 23 5/5" H6U57. 4 5724 7" x 24 3/4" HGU57 4 5726 7" x 26/8" HG 7.25/I4 5727 7" x 27 1/2" U57.25/14 B728 7" x 28 7/V' H61.157.25/14 NO. ISSUE: DATE: BUILDING 1/25/05 PRICING BLDG FRAMING 2 PERMIT 5ET 5/21/08 F� `2 '..ckII9Yd9`Y . Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 OF *rgt WW III .I....;.. 9741 8 i tt PAY 2 2 2C08 This drawing is part of a set of drawings for this project and shall not be considered valid unless It is accompanied N the complete set of drawings. �I���� The information disclosed herein is proprietary with Sterling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein is part of a PATENT PENDING process/material WV111 ORIZED USE OR OOP11N6 Of NS OR MY cameos Is ME= famvicel DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: SS DATE: 02/001/01 PROJECT NO: Q35-001 SHEET ME: UNIT FRAMING SHEET NO: S2-1A } F P c 0 a I 00 0 0 N N N 0 -o 0 N I N to 0 z 0 J m C c le 0 a� a� U c N m w 0 0 0 1 Ui n rn 0 0 0 0_ 0 U n CIO a� a I In rq rn teF MATC RE: S; MATC PARTIAL BIRD FLOOR FRAMING PLAN SCALE:/8" n LOAD 5EA9ING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-I" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-I " < I D'-O" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBER5. MEMBERS SHALL BE NAILED TOGETHER U51N6 Ibd NAILS @ 12" D.G. TOP AND BOTTOM (5TA6GERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. Ll 0 KEY PLAN NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARK5 < 4'-0" 2-2x6 I 4'-I" < 6'-0" 2-2x8 I ('-I" < 8'-O" 2-2x10 I 8'-I"< 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBER5. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAIL5 ® 12" D.G. TOP AND BOTTOM (STAGGERED). FOURS STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR TRIMMER I I I I - KING POST I I 1 1 2'-1" < 4'-0" TRIMMER 2 2 I KING P05T I I I I 1 11 4 -I < 5 -0 TRIMMER 3 2 1 1 KING P05T I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING P05T I I 1 1 8'-0" TRIMMER 5 5 2 2 KING P05T I I 1 1 8'-1" < 10'-0" TRIMMER 5 3 2 2 KING P05T I I I I WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 ANTHONY PiONERi SEAM 3000F SEAM SCHEDULE 3 1/2" $ 5 1/2.................Fb = 5000 7".........................................Fb = 2500 5408 3 1/2" x 7 1/4" H&U5410 540q 3 1/2" x q 1/4" HGU5410 8410 3 1/2" x q 1/2" H6U5410 5411 3 1/2" x 11 1/4" H6U5412 E3412 3 1/2" x 11 7/8" HGU5412 E3414 3 1/2" x 14" HGU5414 E3416 3 1/2" x 16" H6U5414 5418 3 1/2" x 18" HGU5414 5608 5 1/2" X 7 1/4" H&U55.50/10 5611 5 1/2" x 11 1/4" HGU55.50/12 5612 5 1/2" x II 7/8" H6U55.50/12 5614 5 1/2" x 14" HGU55.50/14 8616 5 1/2" x 16" H6U55.50/14 8618 5 1/2" x IS" H6U55.50/14 8701 7" x 1 1/4" HGU57.25/10 B70q 7" x 111411 HGU57.25/10 8710 7" x q 1/2" HGU57.25/10 E3111 7" x 11 1/4" HGU57.25/12 8712 7" x 11 7/8" H6U57.25/12 E3114 7" x 14" H6U57.25/14 8716 7" x 16" HGUS7.25/14 B718 7" x Ott H6U57.25/14 E3711 7" x Iq 1/4" H6U57.25/14 5720 7" x 20 5/8" U57.25/14 8722 7" x 22" HG 7.25/14 8723 7" x 23 3/8" H6U57. 4 5724 7" x 24 5/4" H6U57 5 4 E3126 7" x 26 1/8" HG 7.25/14 8721 7" x 27 1/2" U57.25/14 5728 7" x 28 7/8" H6U51.25/14 FLOORS FkAM I NG NOTES 1, TRU55 SPACING SHALL BE 24" ON GENTER UNLE55 NOTED 07HERWI5E. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALLS LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4 SHEARWALLS A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HOWN. 5, HOLDOWN5 AND / OR 5TRAP5 5HOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: Z__� 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEM5ER5 SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. 5. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWIN6 SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFAGTURER'5 DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BAGKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE 5TRUC7URAL ENGINEER. FLOOR' FRAM I NG LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRU55 GB - GONTINUOU5 BEARING TRUSS FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS = _ = - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERN15E - - - - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING PRICING 1/23/0S BLDG FRAMING 2 PERMIT SET 5/21/08 f Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .r •�, �P�E ...F TF,r ►1 E•T'rA� 0 / It dw of dw �s� O �����` •� MAY 2 2 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied N the complete set of di -swings. WWIDEfl11AL -TRADE 56GRET5 The Information disclosed herein is proprietary with Sterling Engineering 6 Design Group LLO, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDING process/material WAMMED USE OR OOPYINB OF M5 OR ANY CORIUM 15 STMOTLY FORBIOoed DRAWN BY: BJT/HMA DESIGNED BY: im CHECKED BY: 55 DATE: 02/04/01 PROJECT NO: e5-001 SHEET TITLE: UNIT FRAM I NG SHEET NO: S2-2 KEY FLAN MATCH LINE 6 i ......- _ _ - - - B @ 4"C.L. T 24' O.G T 24" O.0 T 24" O.G T 24" O.G T @ 24" O.G B "C.C. T 24' 0. 24 0. m m m CD `m co n M ccIi / g411 541 12 _ _ 21 22 21 1 22 21 12 12 21 #2' - 618 T - _ B 26 B 26 _ 61 _ ?2 _ - J -_- iL C. ] @ k" d. 1 141"1� T 24 O.G \c 4-- 8618 m / m Bill I 1 s I , -I (- fILL LL - J nI4 dl CD IL - - - ml L-- `� I L_ L_ , 1 _I B B B B I IS � I oK I ' ✓/ ems, '� / e�8 y < - \ �r = I B < ---- - \ ' o I -- - B B �I B r B I i B / \X ^ / I �yV / 11 is is 42110 12) / t� \ I � / I , 000ro, 00 o ccl (' / li 0 5411 3 i (m� B411 - Q - cy I EI z I I 8411 m o MATCH LINE 5 rkrix3l RE: S2-2 _ I B41I o Iit I a B 0 _ V) a� 0 c� c Q) 0 0 0 I U c 0 0 0 Y / o 24" O.G MATCH LINE 5 RE: S2-2 A 11\ �J _ Jll_ _ 8;18 a 0 C) cn 73 PIART I AL 3RD FLOOR FRAMING FLAN SCALE: 1/5" = 1'-0" Q I Ln 110 A B B I liE 1 >l IIt I it B_ t C. B `� G.. _ I 1 B G. Ij - _ _- MATCH LINE 6 .... / .. .. -_. __�._.... _. .._........_ fFL=00FRAMING NOTES �i��.=-5TMP50f1-RAN- t -PCAN�ARK�-BBA1��0-U5� I. TRUSS SPACING SHALL BE 24 ON CENTER 1 lNLE55 NOTED OTHERWISE LOAD BEARING HEADER SCHEDULE (#2 51rP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-1" < IO'-0" 2-2x12 1 , 2 226 (2) 2 x 6 HU26-2 2. EXTERIOR BEARING WALL5 AND / OR SHEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 SEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 2212 (2) 2 x 12 HU212-2 3 ARCHITECTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS 526 (5) 2 x 6 HU26-3 4. SHEARWALL5 AS NOTED ON PLAN SHALL BE GON57RUCTED FROM FRAMING LEVEL 328 (5) 2 x 8 HU28-3 BELOW TO FRAMING LEVEL SHOWN. 3210 (3) 2 x 10 HU210-3 5, HOLOOWN5 AND / OR 5TRAP5 5HOWN SHALL BE MANUFACTURED BY SIMP50N STRON6 TIE OR APPROVED EQUAL. 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 6. SEARING WALLS ARE INDICATED THUS: NOTES: AN I t1UNY FOWEK BEAM 1. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" 3000F BEAM SCHEDULE B THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS 3 1/2" $ 5 1/2.................Fb = 3000 7. VERIFY ALL FLOOR TOP OF PLATE SHALL BE NAILED TOGETHER U51N6 Ibd NAILS @ 12 O.G. ............Fb = 2800 ELEVATIONS WITH ARCHITECTURAL PLANS TOP AND BOTTOM (STAGGERED). """"""""""""""' AND WALL SECTIONS. 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND B408 3 1/2" x 7 1/4" H6U5410 8. NON LOAD -BEARING PARTITIONS 10'-0" IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED 8409 3 I/2" x Q I/4" H6U5410 OR LONGER IN LENGTH SHALL HAVECONTINUOUS BEARING MEMBER5 SUPPORT LOAD BEARING. B410 3 1/2" x Q 1/2" H6U5410 FROM WALLS OR FLOOR TRUSSES BELOW. 8411 3 1/2" 11 I/4" H6U5A 1) 0 THE T121155 LAYOUT SHOWN ON THIS NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR 5PAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1 " < 10'-0" 2-2x12 I A DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. 7H15 DRAWING SHALL B412 3 I/2" x II 7/8" H6U5412 B414 3 1/2" x 14" H6U5414 NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 5416 3 1/2" x I6" H6U5414 MANUFAGTURER'5 DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRA6IN6 AND CONNECTIONS. 13418 3 1/2" x IS" H6U5414 B605 5 1/2" X 7 1/4" H6U55.50/10 10 OUANTITIE5 5HOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65, 8611 5 I/2" x II I/4" H6U55.50/12 E3612 5 1/2" x 11 7/8" H6U55.50/12 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING STUD HEADER 5HEARWALL NOTES: 5614 5 1/2" x 14" H6U55.50/14 BRAGIN6, L005E LINTEL SCHEDULE, AND I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" B616 5 I/2x I6" " H6U55.50/14 OTHER INFORMATION NOT SHOWN ON PLAN. THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS 13. VERIFY ALL FRAMING DIMENSIONS, AND SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. 5615 5 1/2" x IS" H6U55.50/14 BAGK61ROUND5 WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY TOP AND BOTTOM (STA66ERED). B707 7" x 7 I/4" H6U57.25/10 DISCREPANCIES TO THE STRUCTURAL ENGINEER FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-O" TRIMMER I I I I KING POST I I 1 1 2'-1" < 4'-0" TRIMMER 2 2 1 1 KING POST I I 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 - KING POST I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KIN6 P05T I I I I < 8'-0" TRIMMER 5 3 2 2 KING POST I I I I 8'-1 " < 10'-0" TRIMMER 5 3 2 2 KIN6 POST I I I I E3101 7" x 9 1/4" H6U51.25/10 5710 7" x 9 1/2" H6U57.25/10 FLOOR FRAMING LEGEND 13711 7" x II 114" H6U57.25/12 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALGONY TRU55 GT - CORRIDOR TRUSS GB - CONTINUOUS 5EARIN6 TRUS5 FT - FLOOR TRU55 6T - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - 6LULAM BEAM GONT - CONTINUOUS = _ _ - NON -LOAD BEARIN6 WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - - - - BRIDGING 8712 7" x II 1/5" H6U57.25/12 B114 7" x 14" H6U57.25/14 6716 7" x 16, H6U57.25/14 13718 7" x IS" H6U57.25/14 13715 7" x 11 1/4" H6U57.25/14 8720 7" x 20 3/8" U57.25/14 E3122 Ill x 22 H6 1.25/14 6723 7" x 23 3/8" H(5U57. 4 8724 7" x 24 3/4" H6U57 4 15726 7" x 26 1/3" H6 7.25/14 E3121 7" x 21 1/2" U57.25/14 UNA - UNDER WALL ABOVE 5728 7" x 28 1/S" HGU57.25/14 II NO. ISSUE: DATE: I BUILDING 1/23/08 PRIGIN6. BLD6 FRAMIN6 2 PERMIT SET 5/21/08 .,Yfii ':ifel� / l� Sterling Engineering (X. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 � OFT,, 1 �r.. •74 i •��CENdw • 4. i MAY 2 2 21308 This drawing Is part of a set of drawings for th's project and shall not be considered valid un'ess it Is accompanied by the complete set of dawings. GorEIDENTIAL - TRADE SECRET r The Informatlon disclosed herein Is proprletory wlth 5terling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material wilUm ZED USE OR CIOPYM6 of TENS OR ANY COMM, N6 STRI6TLY FMDM DRAWN BY: BJT/HMA DESIGNED BY: jA CHECKED BY: DATE: 02/0Q/01 PROJECT NO: 435-001 SHEET TITLE: UNIT FRAMING SHEET NO: S2-2A C O En 0 in I 00 O O N N N 0 -o a� 0 o� rri I N Cn / CD 0 J m c 0 0 a U / Y a) a) I 0 c n v-- O 0 O 1 U) rn / C- O 0 `O a L O C) U) n Q I in rn / W MATC RE: S2, MATC RE: S� PARTIAL 4TH FLOOR FRAMING FLAN SCALE: 1/5" = I'-O" n LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARK5 <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2x12 1 _2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK O5B/PLYW000 SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 Ibd NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN NALL5 SUBJECT TO EXTERIOR WIND LOAD ARE 6ON51PERED LOAD BEARING. L KEY PLAN NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6-0" 2-2x8 I 6'-I" < 8'-0" 2-2xIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 SYP OR #2 D. FIR) LOAD BEARING TRIMMER/KING F05T 50HEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-O" TRIMMER I I I I - KING P05T I I I I 4'-0" TRIMMER 2 2 1 1 KING P05T I I 1 1 1 11 4-I < 5-0 TRIMMER 3 2 1 1 KING POST I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING P05T I I I I 6'-1" < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I TRIMMER 5 3 2 2 KING P05T I I I I HOOD BEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 328 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 ANTHONY PiONER BEAM 3000F BEAM SCHEDULE 3 1/2" $ 5 1/2.................Fb = 3000 7".........................................Fb = 2500 8408 3 1/2" x 7 1/4" HOU5410 540a 3 1/2" x Q 1/4" H6U5410 5410 3 1/2" x a 1/2" HGU5410 5411 3 1/2" x II 1/4" H6U5412 B412 3 1/2" x 11 7/S" HGUS412 E3414 3 1/2" x 14" HGU5414 8416 3 1/2" x 16" H6U5414 B418 3 1/2" x 18" HGU5414 5608 5 1/2" X 7 1/4" HGU55.50/10 8611 5 1/2" x II 1/4" HGU55.50/12 5612 5 1/2" x II 7/8" HGU55.50/12 6614 5 1/2" x 14" HGUS5.50/14 5616 5 1/2" x 16" HGUS5.50/14 5618 5 1/2" x IS" HGU55.50/14 8701 7" x 7 1/4" HGU57.25/10 5701 7" x 1 1/4" HGU57.25/10 E3110 7" x 1 1/2" HGU57.25/10 Bill 7" x 11 1/4" H6U57.25/12 8712 7" x II 7/8" HGU57.25/12 8714 7" x 14" HGU57.25/14 8716 7" x 16" H6U57.25/14 8718 7" x 18" HGUS7.25/14 1571a 7" x la 1/4" HGUS7.25/14 8720 7" x 20 3/8" U57.25/14 8722 7" x 22" HG 1.25/14 8723 7" x 23 3/8" HGU57. 4 E3724 7" x 24 5/4" H6U57 4 8726 7" x 26 I/8" HG 7.25/14 6721 7" x 27 1/2" U57.25/14 8725 7" x 28 1/5" HGUS7.25/14 FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERNI5E. 2. EXTERIOR BEARING WALLS AND / OR 5HEARNALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT NALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOA TO FRAMING LEVEL 5HONN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMP5ON STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B -7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITEGTURAL PLANS AND WALL 5EGTION5. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM NALL5 OR FLOOR TRU55E5 BELON. 1. THE TRU55 LAYOUT SHOWN ON TH15 DRAWING REPRE5ENT5 DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 5HONN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, 57UD, HEADER, 5HEARWALL BRACING, L005E LINTEL 5GHEDULE, AND OTHER INFORMATION NOT 5HONN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS KITH THE ARCHITECTURAL DRAWING5 AND REPORT ANY D15CREPANCIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - GORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR 7RU55 GT - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR SIZE RE: PLAN P51- - PARALLEL STRAND LUMBER GLIB - GLULAM BEAM GONT - GON7INUOU5 - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E - - - - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT 5ET 5/21/08 y Sterling Engineering w Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .OF •r4til SSIONAX MAY 2 2 2CO8 This d-nving is part of a set of drawings for this project and shall not be considered valid unless is accompanied N the complete set of d owings. ca�lxnu - TRADE 5EC.RET5 The Information disclosed herein Is proprietog with Sterling Engineering t Design Group LLG, and should NOT be used, d;plkated or disclosed without Its express written permission. The information herein is part of a PATENT PENDING process/material Uf AMORM USE OR OOPYM OF THIS OR AW GONi8if5 Is STRICTLY FOF WE'll DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: BB DATE: 02/04/01 PROIECI NO: 435-001 SHEET TITLE: UNIT FRAM I NG SHEET NO: S2-3 KEY FLAN I, 0 Q) c- a 0 I 00 0 0 N N N 0 -o 0 a" 3 Q N N CD 0 MATCH LINE 5 i RE: S2-3 rn c 0 ri C 0 O I MAN Ln i`9 rn 0 0 0 - a 0 U do FL = P'AR�" I AL 4�"�I �LOOi� �i�AM i NG PLAN do V) I Ln rn / c� ff_ OF FIR L Dc �-J MATCH LINE 5 RE: S2-3 [U] i ICJ 1� 0D 1,66MI W w� LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 I , 2 6'-1" < 8'-O" 2-2x12 1 , 2 8'-I" < 10'-O" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS 5UB.IEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 2-2x10 1 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN 5TUD5 15T FLOOR 2ND FLOOR 31RD FLOOR 4TH FLOOR <2'-0° TRIMMER I I I I KING POST I I I I 2'-I" < 4'-O" TRIMMER 2 2 1 1 KING POST I I I I 4'-1" < 5'-0" TRIMMER 3 2 1 1 - KING POST I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING POST I I I I 6'-I" < 8'-0" TRIMMER 5 3 2 2 KING P05T I I 1 1 8'-1" < 10'-0" TRIMMER 5 3 2 2 KING P05T I I 1 1 �W, ■■i■ie1 Elm MATCH LINE 6 RE: S#-# J 5401 � . °� - T 24 0.. MATCH LINE 6 RE: S#-# WOOD SEAM SCHEDULE FLOOR FRAMING NOTES PLAN MARK BEAM TO USE * 51MP50N HANGER 1. TRU55 5PAGIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALL5 AND / OR SHEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 SEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 2212 (2) 2 x 12 HU212-2 3 ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS 526 (3) 2 x 6 HU26-3 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL 328 (5) 2 x 8 HU28-3 BELOW TO FRAMING LEVEL SHOWN. 3210 (3) 2 x 10 HU210-3 5, HOLDOWNS AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY SIMP50N STRONG TIE OR APPROVED EQUAL. 3212 (3) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 6. BEARING WALL5 ARE INDICATED THUS: ANTHONY POWER SEAM 3000F SEAM SCHEDULE B 3 1/2" 4 5 /2 ................. Fb = 3000 1"......................................... Fb = 2800 1, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 5408 3 1/2" x 1 1/4" H6U5410 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT 540q 3 1/2" x q 1/4" H6U5410 E3410 3 1/2" x 1 1/2" HOU5410 FROM WALL5 OR FLOOR TRU55ES BELOW. q. THE TRUSS LAYOUT SHOWN ON TH15 E3411 3 1/2" x 11 114" HGUS412 DRAWING REPRE5ENT5 DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWING SHALL B412 3 I/2" x II 1/8" HGU5412 5414 3 1/2" x 14" H6U5414 NOT BE USED FOR PLACEMENT OF TRUSSES. REFER To APPROVED TRUSS B416 3 I/2" x 16" H67U5414 MANUFACTURER'S DRAWIN55 FOR PLACEMENT, DIMENSIONS, BRAGING AND CONNECTIONS. B418 3 I/2" x IS" H6U5414 E3605 5 1/2" X 1 1/4" H6U55.50/10 10 QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 8611 5 I/2" x II I/4" H6U55.50/12 8612 5 1/2" x II 115" HGU55.50/12 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL B614 5 1/2" x 14" HGU55.50/14 BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 861E 5 I/2" x 16" H6U55.50/14 13 VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY 15618 5 1/2" x IS" H61J55.50/14 B101 1" x 1 I/4" HGU51.25/10 DISCREPANCIES TO THE STRUCTURAL ENGINEER. 1310q 1" x 5 1/4" HGU51.25/10 8110 1" x q I/2" H6U51.25/10 FLOOR FRAMING LEGEND B111 1" x 11 1/4" H6U51.25/12 5112 1" x 11 1/8" HGU51.25/12 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM 5714 1" x 14" HGU51.25/14 BT - BALCONY TRUSS CT - CORRIDOR TRU55 E3116 1" x 16" H6U51.25/14 8718 1" x IS" HGU51.25/14 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS 511q 1" x Iq 1/4" H6U57.25/I4 GT - GIRDER TRU55 RT - ROOF TRUSS M5TA - STRAP, FOR SIZE RE: PLAN 8120 1" x 20 3/8" U51.25/14 B722 1" x 22" HG 1.25/14 P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM E3723 1" x 23 3/8" HGUSI. 4 GONT - CONTINUOUS = _ _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE 6124 1" x 24 5/4" HGU51 4 6126 1" x 26 1/5" HG 1.25/14 — — — - BRIDGING 13121 1" x 21 1/2" U51.25/14 UNA - UNDER WALL ABOVE 8728 1" x 28 1/5" HGU51.25/14 NO. ISSUE: DATE: I BUILDING 1/23/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS / 11 Sterling Engineering w Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .. F N q E OF T •xt OF... • ....... I 974 I� t, ��Fss/ CE N SE� tdw MAY 2 2 208 This drawhg Is pat of a set of drawings for this protect and shall not be considered valid u less it b accompanied by the complete set of drawings. 60TIDWAL - MAX 5EGRET5 The information disclosed herein is proprietary with Sterling Engineering t Design 6roup LLG, and should NOT be used, duplicated or disclosed without b express written permission. The Information herein is part of a PATENT PENDING process/material WALl USE OR COPYING OP THIS OR ANY C*tMil9 1.9 STRICTLY FORS OM DRAWNBY. BJT/HMA DESIGNED BY: UA6 CHECKED BY: DATE: 02/0Q/01 PROJECT NO: Q35-001 SHEET TITLE: UNIT FRAMING SHEET NO: S2-3A 0 rn -D .n 0 I 00 0 0 N N N a 0 -a a� 0 rn I N Cn CD z 0 J m m U) C- r) 0 L U 7 Cn a� N L U a� n >O 0 0 I U rn c O 0 0 a O U m a W a I Ln ro rn W MATCH LINE 5 RE: S2-4A MATCH LINE 4 RE: S#-# PARTIAL 5TH FLOOR FRAMING PLAN SCALE: I/8" = 1'-0" L-LAIN LLLVLf\ r%I IrK/F[L.W IV WALL YV in VIA. THROUGH BOLTS a I1)" n r. TnP A PArr 1M WrA,zexocn LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-I" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-III< 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 056/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I6d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. KEY PLAN NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 1 < 8'-0" 2-2xIO 1 8'-I" < 10'-0" 2-2x12 1 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I6d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I - KING P05T I I 1 1 214" < 4'-0" TRIMMER 2 2 1 1 KING P05T I I 1 1 1I 11 4 -I < 5 -0 TRIMMER 3 2 1 1 KING POST I I 1 1 TRIMMER 4 2 2 2 KING P05T I I 1 1 6'-I" < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I TRIMMER 5 3 2 2 KING P05T I I I WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * SIMPSON HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26=3 328 (3) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 ANTHONY POWER SEAM 3000F SEAM SCHEDULE 3 1/2" $ 5 1/2.................Fb = 5000 7"................ ......................... Fb = 2500 8405 3 1/2" x 7 1/4" HGU5410 B401 3 1/2" x Q 1/4" HGU5410 8410 3 1/2" x 1 1/2" H6U5410 5411 3 1/2" x 11 1/4" HGU5412 8412 3 1/2" x 11 U8" HGU5412 E3414 3 1/2" x 14" HGU5414 5416 5 1/2" x 16" HGU5414 5418 5 1/2" x 18" HGU5414 B608 5 1/2" X 7 1/4" 1­16U55.50/10 B611 5 1/2" x 11 1/4" H6U55.50/12 5612 5 1/2" x II 1/8" HGU55.50/12 E3614 5 1/2" x 14" H6U55.50/14 8616 5 1/2" x 16" H5U55.50/14 5618 5 1/2" x 18" HGU55.50/14 8701 7" x 7 1/4" HGU57.25/10 5701 7" x q 1/4" HGU57.25/10 E3710 7" x 5! 1/2" HGU57.25/10 B711 7" x 11 1/4" H61,57.25/12 5712 7" x 11 7/8" HGU57.25/12 8714 7" x 14" HGU57.25/14 E3116 7" x 16" HGU57.25/14 8718 7" x IS" H6657.25/14 E3111 7" x IQ 1/4" H6U57.25/14 E3120 7" x 20 5/5" U57.25/14 5722 7" x 22" HG "1.25/14 B125 7" x 23 5/8" HGU57. 4 8724 7" x 24 5/4" H6US7 4 8726 7" x 26 I/8" HG 7.25/14 8721 7" x 27 1/2" U57.25/14 8728 7" x 28 7/V' H6US7.25/14 FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON (ENTER UNLESS NOTED OTHERWISE. 2, EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR 7RUS5 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN 7HU5 --- 4. 5HEARWALLS AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR 57RAP5 SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. g. NON LOAD -BEARING PARTITIONS 1O'-O" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. a. THE TRU55 LAYOUT SHOWN ON TH15 DRAWIN6 REPRE5EN75 DIRECTION OF TRUSS SPAN5 ONLY. TH15 DRAWIN6 SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BIT - BALGONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GO - GLULAM BEAM GONT - CONTINUOUS -: - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E — — — - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 W W Z �W �O O �H Pam-. W p �o W H L� f l " Sterling Engineering w Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ...�.�P1E OF •'qcr 1 •• . 080 ENSSO,.•'�i 101VAL EA MAY 2 2 2CC8 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it is accompanied N the complete set of d-mings. WWIMMAL - TRADE SECRETS The Information disclosed herein is proprietary with Sterling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed without Its express wrltten permission. The Information herein Is part of a PATENT PENDING process/material WNJM ZED USE OR GOPfM OF VS OR ANY OOWT M FBiEOF 15 57MMY F000M DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: B$ DATE: 02/0Q/01 PROJECT NO: Q35-001 SHEET TITLE: UNIT FRAMING SHEET NO: S2-4 I Iir KEY PLAN OR o, 3 Q �r N MATCH LINE 5 RE: S2-4 z 0 m 0 0 O II Ln n rn c 0 0 0 IBM Q 0 U FART I AL 5TH FLOOR FRAMING PLAN a SCALE: 1/5" = 1'-0" 0 I Ln / c� El � MATCH LINE 5 \\ RE: 52.4 o s 174 — 2 "O ■=I ism -IV =o 0 ME M==M CBI i III iIB LOAD BEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) RE1,1AR<5 <2'-0" 2-2x6 1 , 2 2'-1 " < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 < 6'-0" 2-2x12 1,2 6'-1" < 5'-0" 2-2x12 1 , 2 10'-0" 2-2x12 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I < 8'-0" 2-2x10 1 8'-1 " < 10'-0" 2-2x12 1 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THIG< OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I KING P05T I I I I 2'-I" < 4'-O" TRIMMER 2 2 1 1 KING P05T I I I I 4'-1" < 5'-0° MMER 3 2 K NIG POST 1 1 5'-I" < 6'-O" TRIMMER 4 2 2 2 KING P05T I I 1 1 6'-I"< 5'-0" TRIMMER 5 3 2 2 KIN& P05T I I I I 8'—I" < 10'-0" TRIMMER 5 3 2 2 KING P05T I I 1 1 M_=0 r. X ME MATCH LINE 6 RE: S#-# MATCH LINE 6 RE: S#-# WOOD BEAM SCHEDULE FLOOR FRAMING NOTES PLAN MAR< BEAM TO USE SIMPSON HANGER 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 2212 (2) 2 x 12 HU212-2 3 ARCHITECTURAL BAG<GROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS =_= 326 (3) 2 x 6 HU26-3 4, 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL 528 (5) 2 x 8 HU28-3 BELOW TO FRAMING LEVEL 5HOWN. 3210 (3) 2 x 10 HU210-3 5, HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY 51MPSON STRONG TIE OR APPROVED EQUAL. 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 6. BEARING WALL5 ARE INDICATED THUS: ANTHONY POWER BEAM 5000F BEAM SCHEDULE B 3 1/2" $ 5 1/2.................Fb = 5000 7".........................................Fb = 2800 7, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. B408 3 I/2" x 7 I/4" HGU5410 8 NON LOAD -BEARING FART17ION5 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT B401 3 I/2" x q I/4" HGU5410 5410 3 1/2" x q 1/2" H6U5410 FROM WALLS OR FLOOR TRU55E5 BELOW. q. THE TRUSS LAYOUT SHOWN ON TH15 B411 3 1/2" x II 1/4" HGU5412 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. TH15 DRAWING SHALL 5412 3 I/2 x II 7/8 n HGU5412 5414 3 I/2" x 14" H6U5414 NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS 5416 3 1/2" x 16" HGU5414 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 5418 3 I/2" x 18" H6U5414 8608 5 1/2" X 7 1/4" H61J55.50/10 10 QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURP05ES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. B611 5 I/2" x II I/4" HGU55.50/12 5612 5 1/2" x II 7/8" H67U55.50/12 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL 5614 5 1/2" x 14" HGU55.50/14 BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. B616 5 I/2" x 16" H6U55.50/14 13 VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY 5618 5 1/2" x IS" H6U55.50/14 B707 7" x 7 I/4" HGU57.25/10 DISCREPANCIES TO THE STRUCTURAL ENGINEER. 570q 7" x q 1/4" H6U57.25/10 B710 7' x q 1/2" H6u57.25/10 FLOOR FRAMING LEGEND E3111 7" x II 1/4" HGU57.25/12 B712 7" x II 7/8" HGU57.25/12 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM E3114 7" x 14" H6U57.25/14 BT - BALCONY TRU55 GT - CORRIDOR TRU55 B716 7" x 16" H6U57.25/14 5718 7" x 18" HGU57.25/14 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRUSS 571q 7" x Iq 1/4" H6U57.25/14 GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR SIZE RE: PLAN 5720 7" x 20 3/8" U51.25/14 5722 7" x 22" HG 7.25/14 P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM 5725 1" x 23 3/8" H&U57. 4 GONT - CONTINUOUS = = = - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE B124 7" x 24 5/4" H6U57 4 5726 7" x 26 1/8" HG 7.25/14 — — — - BRIDGING 5727 7" x 21 I/2" U57.25/14 UWA - UNDER WALL ABOVE E3125 7" x 28 7/8" HGU57.25/14 NO. ISSUE: DATE: BUILDING I PRICING /23/05 BLD& FRAMING 2 PERMIT 5ET 5/21/08 Sterling Engineering & Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 4 P1 �..... '•* •if 40 �0,c'• ��CENSE�••'��,; dw O NAt. r MAY 2 2 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. CMDwAL. - TRAM 5FtREi5 The Information disclosed herein Is proprietary with Sterling Engineering C Design Group LLO, and should NOT be used, duplicated or disclosed without its express written permission. The information herein Is part of a PATENT PENDING proceWmaterial u M MED USE OR C4PYN6 OF THS OR MK GOHT M RIW 1913TR MY FOF®IOD@I % DRAWN BY: BZAVA DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET ME: UNIT FRAMING SHEET NO: S24A 21'-0" UNIT Al FRAMING FLAN SCALE: 1/4" = 1'-0" ---------------------- UNIT A1A/A15 W/ UNIT A15/A15-ALT ABOVE FRAMING PLAN SCALE: 1/4" = 1'-0" 21'-0" UNIT Al W/ UNIT Al -SIC A50VE FRAMING PLAN 50ALE: 1/4" = 1'-0" 21'-0" 21'-0" FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING POST SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I - KING POST I I 1 1 2'-I" < 4'-0" TRIMMER 2 2 1 1 KING POST I I 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 - KING F05T I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING P057 1 1 1 1 6'-1 " < 8'-0" TRIMMER 5 3 2 2 KING F05T I I I I TRIMMER 5 3 2 2 KING P05T I I I UNIT AI -HC W/ UNIT Al A50VE FRAMING FLAN SCALE: 1/4" = 1'-0" UNIT AIC N1 UNIT AID ABOVE FRAMING PLAN SCALE: 1/4" = 1'-0" 21'-0" 10'-2" 10'-10 1/2" UNIT AID Pl/ UNIT AIE ABOVE FRAMING PLAN SCALE: 1/4" = I'-0" MOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 528 (3) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-O" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBER5 SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADERS SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR 5PAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-I" < 6'-0" 2-2x8 I 6'-I" < 8'-0" 2-2xIO I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0513/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). PSL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" HGU5410 540q 3 1/2" x q 1/4" H6U5412 6411 3 1/2" x II 1/4" HGU5412 6412 3 1/2" x II 1/5" HGU5412 B414 3 1/2" x 14" HGU5414 B416 5 1/2" x 16" HGU5414 B415 3 1/2" x 18" HGU5414 8608 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x II 1/4" IHGU55.50/12 E3612 5 1/4" x II 7/8" H6U55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 B618 5 1/4" x 18" H6U55.50/14 B711 7" x II 1/4" HGU57.25/12 5712 7" x II 7/5" HGU57.25/12 8714 7" x 14" HGU57.25/14 5716 7" x 16" HGU57.25/14 8718 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLESS NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALLS LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS ------ 4, 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLOOWN5 AND / OR STRAP5 SHOWN SHALL BE MANUFAGTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PAR7ITION5 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. q. THE TRU55 LAYOUT 5HOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 5HOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. II, REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARAALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOORS FRAMING LEGEND 2212 - (2) -.2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UWA - UNDER WALL ABOVE NO. ISSUE: DATE: BUILDING PRICING 1/25/08 BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering IJ�G. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 • .. o B. i ,.... i•8 •....� fl�p.��� ONALEtk MAY 2 2 2008 This draping is part of a set of drahings for this project and shall not be considered valid unless It Is accompanied N the complete set of drawings. OOWDIMAL - TRADE T5 The information disclosed herein is proprietary with Sterling Engineering t Design Group LLO, and should NOT be used, duplicated or disclosed hithout its express hrltten permission. The Irfiormotlon herein Is part of a PATENT PENDING process/material uf+rrMMED USE OR COPM of THS oR AW 150,11TIM RNEOF IS MtY 11101150 e+ r DRAWN BY: B.IT/HMA DESIGNED BY: JAG CHECKED BY: DATE: 02/1 PROJECT NO: 935-001 SHEET TME: UNIT FkAM I NG SHEET N0: S2-5 {I EJ NO. ISSUE: DATE: 21'-0" UNIT Al F FRAMING PLAN 5GALE: 1/4" = 1'-0" 10'-6 1/4" II'-3 5/4" —} 1— A 11 UNIT 81/51F FRAMING PLAN SCALE: 1/4" = 1'-0" rowA I I In' -A 1/14" In'-P," UNIT51C l4/ UNIT 51D ABOVE FRAMING FLAN SCALE: 1/4„ = l'-OII 12'-5 7/8" �" I'-3 3/8" 10'49 1/2" n UNIT BID K/ UNIT 81 E A50VE FRAMING PLAN SCALE: 1/4" = 1'-0" UNIT 515 FRAMING PLAN 5GALE: 1/4" = 1'-0" FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T 5GHEDULE GLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2-0" TRIMMER I I I I - KING P05T I I 1 1 2'-1" < 4'-0" TRIMMER 2 2 1 1 KING P05T I I 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 - KING P05T I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING P05T I I I I < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I 10'-0" TRIMMER 1 5 3 2 2 KING P05T 1 1 1 1 n UNIT 51A W/ UNIT 515 A50VE FRAMING FLAN SGALE: 1/4" = 1'-0" n UN I T 818 �l/ UN I �" 818-ALT ABOVE FRAMING FLAN SGALE: 1/4" = I'-0" LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEM5ER5. MEMBER5 51.4ALL BE NAILED TOGETHER U51NO 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE GON5IDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBER5. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU25-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE B408 3 1/2" x 7 1/4" H6U5410 B401 3 1/2" x a 1/4" HGU5412 B411 3 1/2" x 11 1/4" H6U5412 B412 3 1/2" x II 1/8" H6U5412 8414 3 1/2" x 14" HSU5414 5416 3 1/2" x 16" H6U5414 8418 3 1/2" x 18" H6U5414 8608 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x 11 1/4" HGU55.50/12 E3612 5 1/4" x II 7/8" H6U55.50/12 15614 5 1/4" x 14" H5U55.50/14 8616 5 1/4" x 16" H5U55.50/14 13618 5 1/4" x 18" HGU55.50/14 B711 7" x 11 1/4" HGU57.25/12 B712 7" x 11 1/8" H6U57.25/12 8714 7" x 14" H6U57.25/14 8716 7" x 16" H6U57.25/14 8715 7" x IS" H5U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRU55 5PA6IN5 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2, EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3, ARGHITEGTURAL 15A6K6ROUND SHOWN I5 LAYOUT OF FLOOR BELOW. SHOWN THUS -- 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE 6ON5TRUGTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFAGTUREO BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARGHITEGTURAL PLANS AND WALL 5EGTION5. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. `1. THE TRUSS LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN55 FOR PLACEMENT, DIMENSIONS, BRAGIN6 AND GONNEGTION5. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARGHITEGTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRAGIN6, LOOSE LINTEL 5GHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY 015GREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - GORRIDOR TRU55 GB - GONTINUOU5 BEARING TRU55 FT - FLOOR TRU55 6T - GIRDER TRU55 RT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - GLULAM BEAM GONT - CONTINUOUS — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE • — — — - BRIDGING UWA - UNDER WALL ABOVE I BUILDING 1/25/05 FIR IGING BLD6 FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 E'0F �i �'cF ��CZNsf-IDdw 1` ONALVAG -:w MAY 2 22008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accomponled N the complete set of drawings. CKWOMIAL - TRADE SFt.REr5 The information disclosed herein b proprietary with Sterling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDIN6 process/material WIIIHORI D USE OR OOMN6 OF THIS OR AW coNI9tIS RIW 15 STRIMY F0I0OBa DRAWN BY: BXMMA DESIGNED BY: JAG CHECKED BY: E6 DATE: 02/09/01 PROJECT NO: 435-001 SHEET TITLE: UNIT FkAM I NG SHEET NO: S2-6 A I-n II I /n 1-/) II Ill -nil UNIT 83 FRAMING FLAN SCALE: 1/4" = 1'-0" n UNIT 83-SIC FRAMING PLAN SCALE: 1/411 : 11-011 AI—nIl 1AI—n" II _n 10'-8" 13'-8" 10'-8" n UNIT 83 W/ UNIT 83-HC ABOVE FRAMING FLAN SCALE: 11411 = II-011 LOAD BEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) GLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 414" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 1 , 2 5'-111< 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED A17H A 1/2" THIGK 055/1FLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING AALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 1 6'-1" < 8'-0" 2-2xIO I 8'-111< 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUGTBD WITH A 1/2" THICK 056/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T 5GHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I - KING POST I I 1 1 2'-I" < 4'-0" TRIMMER 2 2 1 1 KING POST I 1 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 - KING P05T I I 1 1 5'-1" < 6'-0" TRIMMER 4 2 2 2 KING P05T I I 1 1 6'-1" < 8'-0" TRIMMER 5 3 2 2 KING POST I I I I TRIMMER 5 3 2 2 KING POST I I I I V100D BEAM SCHEDULE PLAN MARK BEAM TO U5E 51MF50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 328 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL BEAM SCHEDULE 5408 3 1/2" x 1 1/4" HGU5410 540Q 3 1/2" x 1 1/4" HSU5412 E3411 3 1/2" x 11 1/4" H5U5412 5412 3 1/2" x II 1/8" H6U5412 B414 3 1/2" x 14" HSU5414 5416 3 1/2" x 16" H5U5414 B418 3 1/2" x 15" HSU5414 5605 5 1/4" X 1 1/4" HGU55.50/10 5611 5 1/4" x 11 1/4" HSU55.50/12 B612 5 1/4" x 11 7/8" HGU55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 5618 5 1/4" x 18" HGUS5.50/14 B711 7" x 11 1/4" H6U57.25/12 B112 7" x 11 7/8" HGU51.25/12 B114 7" x 14" HGU51.25/14 E3716 1" x 161 H6U51.25/14 5715 7" x 18" HGU51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON GENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR SHEARWALLS LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOA. SHOWN THUS 4. SHEARAALLS AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING AALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOA. a. THE TRUSS LAYOUT SHOWN ON THI5 DRAAIN6 REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAAINGS FOR PLACEMENT, DIMENSIONS, BRACING AND GONNEGTIONS. 10. OUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL BRAGIN6, LOOSE LINTEL 5GHEDULE, AND OTHER INFORMATION NOT SHOAN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ET - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS 6T - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - GLULAM BEAM GONT - CONTINUOUS - — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: BUILDING I PRIGIN5 1/25/08 SLOG FRAMING 2 PERMIT SET 5/21/OS w x H Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �... A.B ....... ... . ............. O .:R."i ICENS. G % 1��; ON`= MAY 2 2 2006 Th'e I Is pat of a set of drraWlnas for th's project ad shall not be cors'dered valid w'ess it Is accanpa'ed by the complete set of dra ires. sot�fvetn,w - rnwe sEr,�rs The Pormotion disclosed herein's propretay III Sterling Engineering t Des'gn brow LLL, ad sha 1d NOT be used, dup sated or disclosed ri bout its wipress nr1tten permission. The Wormatlon herein is pat of a PATENT PENDING process/material 6tL41TN0R1� 115E OR GOPYBIb OF m GR ANY GON18if5 fE�F 15 STRJGTLY FOI�IDG81 DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: 85 DATE: 02/OQ/Ol PROJECT NO: q35-001 SJIEErME: UNIT FRAMING SJIEEr NO: S2-7 12'-0" UNIT 53A W/ UNIT 535 ABOVE FRAMING FLAN SCALE: 1/4" = 1'-0" ME a, i_f a I A i—A" CI I—Inil 11'-2" 14'-8" UNIT 84 FRAMING FLAN SCALE: 1/4" = 1'-0" 11'-2 " UNIT 535 W/ UNIT 535-ALT ABOVE FRAMING FLAN SCALE: 1/4" = 1'-0" IAI—n" I I I_n" 12-4 1/2" 7'-10" UNIT 53C FRAMING PLAN SCALE: 1/4" = 1'-0" 14'-1 1/2" LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1 " < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2XIO 1 , 2 5'-I" < 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-111< 10'-0" 2-2x12 1,2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USIN6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADER5 LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x8 1 6'-1 " < 8'-0" 2-2x10 I 8'-111< IC —0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR <2'-0" TRIMMER I I I I - KING POST I I 1 1 2'-1" < 4'-0" TRIMMER 2 2 1 1 KING POST I I 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 - KING P05T I I 1 1 5'-1" < 6'-O" TRIMMER 4 2 2 2 KING P05T I I I I 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I 8'-1" < 10'-0" TRIMMER 5 3 2 2 KING P05T I I I I WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 528 (5) 2 x 8 HU28-3 3210 (5) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHUS210-4 FISL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" H5US410 5401 3 1/2" x q 1/4" HGU5412 8411 3 1/2" x II 1/4" H6U5412 6412 3 1/2" x II 7/8" HGU5412 B414 3 1/2" x 14" HOU5414 5416 3 1/2" x 16" HGU5414 5418 3 1/2" x IS" HGU5414 B608 5 1/4" X 7 1/4" 146US530/10 5611 5 1/4" x II 1/4" HGUS5.50/12 13612 5 1/4" x II 7/8" HGUS5.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 5618 5 1/4" x 18" HGU55.50/14 8711 7" x II 1/4" HGU57.25/12 8712 7" x II 1/8" HGU57.25/12 8714 7" x 14" HGU57.25/14 5716 7" x 16" HGU57.25/14 5715 7" x IS" HGU57.25/14 * NOTE REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLESS NOTED OTHERWI5E. 2. EXTERIOR BEARING WALLS AND / OR SHEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. SHEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY 51MF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. 1. THE TRUSS LAYOUT 5HOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BAGKGROUND5 WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISGREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALGONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR 7RU55 GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL 57RAND LUMBER GLB - 6LULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWI5E — — — - BRIDGING UWA - UNDER WALL ABOVE i NO. ISSUE: DATE: I BUILDING 1/25/03 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/08 W �w Z o � �DH � aww H p C/5a �o H low" Sterling Engineering l.J�. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 PEE OF re� N% tl�O,c�; �IC P..` S ' ENSE NA:�NG� MAY 2 2 2008 This drawing is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of draw". C*111710WAL - TRADE SEf.�TS The information disclosed herein Is proprietary with Sterling Engineering E Design Croup LLG, and should NOT be used, duplicated or disclosed without its a)Fress written permission. The Information herein Is part of a PATENT PENDING process/material IkUD11iORMW USE OR OOFM OF THS OR Mtn COMM RPEOF 15 5MMY FaRel M DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: $$ DATE: 02/04/011 PROJECT NO: `i35-001 SHEET ME: UNIT FkAM I NG SHEET NO: S2-8 UNIT C1 FRAMING PLAN SCALE: 1/4" = 1'-0" FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR BIRD FLOOR 4TH FLOOR <21-011 TRIMMER I I I I - KING P05T I I 1 1 21-1" < 41_011 TRIMMER 2 2 1 1 KING P05T I I 1 1 41-111 < 5'-011 TRIMMER 3 2 1 1 KING P05T I I 1 1 51-111 < 6'-011 TRIMMER 4 2 2 2 KING P05T I I I I < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I 2 I 2 81-111 < 101-0" TRIMMER 5 3 KING P05T I I I I I Ip,I_r;I1 -)I1_-t11 1, 151-011 151-101, UNIT C1-SIC W/ UNIT C1 ABOVE FRAMING FLAN SCALE: 1/4" = 1'-0" LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 5IZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1, 2 2'-1" < 4'-0" 2-2xa 1 , 2 4'-111 < 51-0" 2-2x10 1 , 2 < 61-011 2-2x12 I , 2 6'-111 < 8'-011 2-2x12 1 , 2 S'-I " < 10'-0" -T- 2-2x12 1, 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NS I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 5IZE (UNLE55 NOTED) REMARKS < 4'-011 2-2x6 I 4'-1" < 6'-011 2-2x8 I 6'-111 < 8'-0" 2-2xIO I 81-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 5IMP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0' OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. a. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRUSS 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRUSS MANUFAGTURER'5 DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ET - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING 7RU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 5IZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS _ — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMPSON HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 323 (3) 2 x a HU2a-3 5210 (3) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 T (4) 2 x 12 HHUS210-4 PSL SEAM SCHEDULE 6408 3 1/2" x 7 1/4" H6U5410 5401 3 1/2" x 4 1/4" HGU5412 5411 3 1/2" x 11 1/4" HGU5412 8412 3 1/2" x 11 1/8" HGU5412 E3414 3 1/2" x 14" HGUS414 B416 3 1/2" x 16" HGU5414 1540 3 1/2" x IS" HGU5414 8608 5 1/4" X 7 1/4" HGU55.50/10 5611 5 1/4" x II 1/4" HGU55.50/12 5612 5 1/4" x II 7/8" HGU55.50/12 B614 5 1/4" x 14" HGU55.50/14 B616 5 1/4" x 16" HGU55.50/14 561a 5 1/4" x IS" HGU55.50/14 B711 7" x 11 1/4" HGU57.25/12 B712 711 x 11 7/S" H6U57.25/12 B714 7" x 14" HGU57.25/14 5716 7" x 16" HGU57.25/14 B718 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/23/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/0a Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 i �' • '9s+,11 A. B i IONAL MAY 2 2 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the complete set of drawings. G0ERURAL - TRADE 5BCF4 5 The information disclosed herein is proprietary With 5terling Engineering t Design Group LLO, and should NOT be used, duplicated or disclosed r rthout its egress written permission. The Information herein is part of a PATENT PENDING process/material l�t/rJT}IORIP USE OR OOPYUIS OF TAS OR AW OOfMNM 15 SMTLY FORBOM DRAWN BY: BJT/HMA DESIGNED BY: JA& CHECKED BY: 55 DATE: 02/09/0"I PROJECT NO: a35-001 SHEET TITLE: UNIT FRAMING SHEET NO: S2-9 17'-1l 1 /7" n U N I T D1 FRAMING FLAN SCALE: 1/4" = I'-0" 11714) 1/*�)Il UNIT D2-1 NI UNIT D2-2 ABOVE FRAMING FLAN SCALE: 1/4" = I'-0" IfV—l" n UN 1T DI -SIC W/ UNIT D1 A50VE FRAMING PLAN SCALE: 1/4" = I'-0" 1/1)" I17,'—A 1/7" n UNIT D2-2 V41 UNIT D2A-1 ABOVE FRAMING PLAN 1!;'-4 1 /0" NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I < 8'-0" 2-2XIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-I" K 5-0" 2-2x10 , 2 5'-I" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-I" < IL -0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0513/PLYWOOD SPACER BETWEEN MEMBER5. MEMBER5 SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOGATED IN DESIGNATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR KIND LOAD ARE CONSIDERED LOAD BEARING. FOUR STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING POST SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2NO FLOOR 3RD FLOOR 4TH FLOOR TRIMMER I I I I - KING P05T I I 1 1 2'-I" < 4'-0" TRIMMER 2 2 1 1 KING P05T I I 1 1 4'-1" < 5-O" TRAMMER 3 2 KING POST 1 1 5'-I" < 6'-0" TRIMMER 4 2 2 2 KING P05T I I 1 1 < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I 10'-O" TRIMMER 5 3 2 2 KING P05T I I I I FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON GENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR SHEARKA,LLS LOGATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 5. AR( HITEGTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. SHEARKALLS AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFAGTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARGHITEGTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE GONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. a. THE TRU55 LAYOUT SHOWN ON TH15 DRAWING REPRE5ENT5 DIRECTION OF TRUSS SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFAGTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND GONNEGTI ONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE GONFIRMED WITH THE ARGHITEGTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY D15GREPANGIE5 TO THE STRUGTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ST - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRUSS GT - GIRDER TRU55 RT - ROOF TRUSS MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - GONTINUOUS - — _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UWA - UNDER WALL ABOVE MOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 528 (5) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 flSL SEAM SCHEDULE E3406 3 1/2" x 7 1/4" H6U5410 B406! 3 1/2" x 9 1/4" H6U5412 13411 3 1/2" x 11 1/4" HOU5412 E3412 3 1/2" x 11 1/5" HSU5412 E3414 3 1/2" x 14" HOU5414 15416 3 1/2" x 16" H6U5414 B415 3 1/2" x IS" HGU5414 5603 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x 11 1/4" HGU55.50/12 B612 5 1/4" x 11 7/5" HGU55.50/12 13614 5 1/4" x 14" HGU55.50/14 E3616 5 1/4" x 16" HGU55.50/14 B615 5 1/4" x IS" HGU55.50/14 E3111 7" x 11 1/4" HGU57.25/12 B112 7" x 11 1/8" H6U57.25/12 8714 7" x 14" H6U57.25/14 B116 7" x 16" H6U57.25/14 5715 7" x IS" HGU57.25/14 x NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 • ,► 0 • .. r (1 �;c�ss� CFNSE�G`��i %%. ONAL EN _ MAY 2 2 2088 This crawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanled by the complete set of drawings. C*nywAL — 7 AX SEC.REi5 The hformation disclosed herein is proprietary with Sterling Engineering 6 Design Stroup tLi and should NOT be used, cbplicated or disclosed without its a)Tress written permisslon. The Informatlon herein Is part of a PATENT PENDING process/moterial UNNNTHOROD 115E OR GOFM OF THIS OR AW COMM ► 15 STRIGILY FCFSM a+ DRAWN BY: $JT/HMA DESIGNED BY: JAG CHECKED BY: 15 DATE: 02/09/0-7 PROJECT NO: 935-001 SHEET TITLE: UNIT FRAMING SHEET NO: S2-10 SCALE: 1/4" = 1'-0" UNIT D2-2 N1 UNIT D25-1 ABOVE FRAMING FLAN SCALE: 1/4" = 1'-0" UNIT D2A-1 N1 UNIT D2A-2 A50VE FRAMING FLAN SCALE: 1/4" = I'-0" NOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MPSON HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE 8408 3 1/2" x l 1/4" H(5US410 B40q 3 1/2" x q 1/4" HOU5412 5411 3 1/2" x II 1/4" H&U5412 5412 3 1/2" x 11 7/8" H61J5412 B414 3 1/2" x 14" H6U5414 5416 3 1/2" x 16" H5U5414 8418 3 1/2" x 15" H6U5414 5605 5 1/4" X 7 1/4" H6U55.50/10 E3611 5 1/4" x 11 1/4" HGU55.50/12 B612 5 1/4" x 11 1/8" H6U55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGUS5.50/14 5615 5 1/4" x V' HGU55.50/14 E3111 7" x 11 1/4" H&U57.25/12 5712 7" x II 1/3" 146U57.25/12 5714 7" x 14" H6U57.25/14 E3716 7" x 16" H6U57.25/14 B718 7" x 15" HSU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. 13'-3 1/1�)" 17'—A 1/1�" 1'-2" 4'-10" 12'-0" UNIT D25-1 W/ UNIT D25-2 ASOVF- FRAMING PLAN SCALE: 1/4" = 1'-0" NON LOAD SEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-O" 2-2x8 I 6'-1 " < 8'-O" 2-2xIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER 5EAM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYh00D 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 I , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-I" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-O" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED Ill A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N5 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE5I6NATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. FOUR STORY SCHEDULE (#2 SYP OR #2 D. FIR) LOAD BEARING TRIMMER/KING POST SCHEDULE CLEAR SPAN STUDS 1ST FLOOR 2ND FLOOR 3RD FLOOR 47H FLOOR <2'-O" TRIMMER I I I I - KING P057 1 1 1 1 2'-I" < 4'-0" TRIMMER 2 2 1 1 KING POST I I 1 1 4'-1" < 5'-0" TRIMMER 3 2 1 1 KING P05T I I I I 5'-1" < 6'-0" TRIMMER 4 2 2 2 KIN5 P05T I I I I 6'-1 " < 8'-0" TRIMMER 5 3 2 2 KING P05T I I I I 8'-1" < 10'-0" TRIMMER 5 3 2 2 KING P05T I I I I I FLOOR FRAMING NOTES 1. TRU55 5PAGING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO 5UPPORT WALLS ABOVE. 3. ARCHITECTURAL BACKGROUND 5HONN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HONN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMPSON 5TRON6 TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. q. THE TRUSS LAYOUT SHORN ON TH15 DRAWING REPRESENTS DIRECTION OF TRUSS 5PAN5 ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HONN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN675. II. REFER TO GENERAL N07E5 AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HONN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ET - BALCONY TRU55 GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERN15E — — — - BRIDGIN6 UWA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering lJr. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �EOF T X1i, i ��P� • E•;45, lJJ �• A.....BO•....% 9. i it %%' SIONAI rr %��.�� MAY 2 2 200B This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is occomponled N the complete set of drawings. 0100WAL — TRAM SEVEM The information disclosed herein Is proprietary with Sterling Engineeringg E Design Group LLG, and should NOT be used, duplicated or disclosed rinkhout its express rvrltten permisslon. The Information herein Is part of a PATENT PEN0I1,16 process/material LK4*0R W USE OR C40M S Of THS OR AW OOlffM 15 51R MY F0116" DRAWN BY: / BJT/WA DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/09/011 PROJECT NO: 435-001 SHEET TIME: UNIT FkAM I NG SHEET NO: S2-11 1')i_/1" Al nil 5 1/4"X5 1/4" P5L Cc T(TYP.) 'SL COL. UNIT 55-1 W/ UNIT 55-2 A50VE FRAMING FLAN SCALE: 1/4" = 1'-0" v v UNIT 55-1-END W/ UNIT 55-2-END A50VE FRAMING PLAN SCALE: 1/4" = I'-O" NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-I " < 8'-O" 2-2XIO I 8'-I"< 10'-0" 2-2A2 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N5 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 214" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-I " < 6'-C 2-2x12 1 , 2 6'-1 " < 8'-O" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK O5B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TAG6ERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. TWO STORY SCHEDULE (#2 5YP OR #2 D. FIR) LOAD BEARING TRIMMER/KING P05T SCHEDULE CLEAR SPAN STUDS 15T FLOOR 2ND FLOOR < 2 -0 TRIMMER I I KING POST 1 1 2'-1" < 4'-0" TRIMMER I I - KING P05T 1 1 4'-I" < 5'-0" TRIMMER I I KING POST 1 1 5'-1" < 6'-0" TRIMMER 2 2 - KING POST 1 1 TRIMMER 2 2 KING POST I I < 10'-0° TRIMMER 2 2 KING F05T I I FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR SHEARWALLS LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 5. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS -- 4. SHEARWALLS A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. a. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. a. THE TRUSS LAYOUT SHOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRAGIN6 AND CONNECTIONS. 10. OUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL 5RAGIN6, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 6T - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER (;LB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — - BRID6IN6 UWA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" H6U5410 5401 3 1/2" x 1 1/4" H6U5412 5411 3 1/2" x II 1/4" HGU5412 5412 3 1/2" x II 1/5" H6U5412 5414 3 1/2" x 14" H6U8414 B416 3 1/2" x 16" H6U5414 13418 3 1/2" x 15" HGU5414 5605 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x II 1/4" HGUS5.50/12 E3612 5 1/4" x 11 7/5" H6U55.50/12 E3614 5 1/4" x 14" H6U55.50/14 E3616 5 1/4" x 16" H6U55.50/14 5615 5 1/4" x IS" H6U55.50/14 E3111 7" x II 1/4" H6U57.25/12 B112 7" x II 7/5" H5U57.25/12 5714 7" x 14" H5U57.25/14 E3116 7" x 16" H6U57.25/14 5718 7" x 15" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: 1 BUILDING 1/25/08 PRIGING BLD6 FRAMING 2 PERMIT SET 5/21/OS f , 10 � "11 Na ' Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 — OF F� � 00, y�QtE...T,.q�1 f A. 0 �.... ........� S�ON..S�NG"*�tdWdo %�l MIAY 2 2 2C0� This drawing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied N the complete set of drawings. CMDEHTIAL - TRADE SECRETS The information disclosed herein is proprietary with 5terling Engineering t Design Group LL(, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material UrAUPiORI ) WE OR COPYING Of THI5 OR ANY CONT m t13dOF 15 STRICTLY FOR9IOM DRAWNBY: BJT/HMA DESIGNED BY: JAG CHECKED BY: $B DATE: 02/09/01 PROJECT' NO: a35-001 SKEET TIME: UNIT FRAMING SHEET NO: S2-12 NO. ISSUE: DATE: c a I 00 0 0 cV CV 0 -o aD 0 El— n z a D m c .3 0 0 0 to a) 0 c� C a) IZ 0 0 0 1 ILL) r'7 rn 1-1 - O 0 0 a L 0 0 a a V) Q I Ln rn t4 / 0 1ST FLOOR SH EARWALL PLAN - BUILDING #8 SCALE: 1/8" = 1'-0" 1ST FLOOR SHEARWALL FLAN - BUILDING #q SCALE: 1/3" = I'-0" LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-I" < 5'-0" 2-2x10 1 , 2 < 6'-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 I , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2xIO I 8'-111 < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). SHEA04ALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR SHOWN �b+ ON PLAN 0� 0 5HEARWALL u 5HEARWALL TYPE GALLED OUT TH15 SIDE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON5T. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 22S (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 325 (5) 2 x 8 HU28-3 3210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PISL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" HGU5410 E3401 3 1/2" x 1 1/4" HG1J5412 E3411 3 1/2" x 11 1/4" H61J5412 8412 3 1/2" x II 7/8" H6U5412 5414 3 1/2" x 14" HOUS414 8416 3 1/2" x 16" H6U5414 8418 3 1/2" x IS" HOU5414 B608 5 1/4" X 7 1/4" H6US5.50/10 E3611 5 1/4" x II 1/4" HGU55.50/12 8612 5 1/4" x II 7/8" HGU55.50/12 E3614 5 1/4" x 14" H5U55.50/14 E3616 5 1/4" x 16" H6U55.50/14 156I8 5 1/4" x 18" HGU55.50/14 5711 7" x II 1/4" HGU57.25/12 5712 7" x 11 1/8" H6U57.25/12 E3114 7" x 14" H6U57.25/14 E3116 7" x 16" H6U57.25/14 E3118 7" x IS" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRU55 5PACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BAGKGROUND 5HOWN IS LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY SIMP50N 5TRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: �= ---- B 7, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. a. THE TRU55 LAYOUT 5HOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BAGKGROUND5 WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS _ — µ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE - — - - BRIDGING UWA - UNDER WALL ABOVE BUILDING 1/23/OS PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS e ' i Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �1%t SS `N`%- -r MAY 2 2 2009 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanled N the complete set of drawings. aOWDIWAL - TRADE SECRETS The Information disclosed herein is proprietary riith Sterling Engineering E Design Group LLO, and should NOT be used, cbplicated or disclosed without its express written permission. The Irformatlon herein Is part of a PATENT PENDING process/material %4*0RIEE, USE OR OOPYIN5 OF 'MI5 OR ANY C*ITI T5 F@fEAF Is s7 oty1�7 For�Iccel ' '%' DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/0q/011 PROJECT NO: q35-001 SKEET TPfLE: SHEAkWALL FLAN SHEET NO: S3-1 /: 1 f i ` f C a I 03 0 0 N N >, O -ri 0 01 N I rn 0 z 0 J m U) 0) c- 3 0 0 0 0 U) / le a) P 0 C a� m 0 0 0 1 Ln r) rn 1-11 0 0 0 Q L 0 U a cn Q I Ln rn t4 CD 2ND FLOOR SHEARWALL FLAN - BUILDING #8 SCALE: 1/8" = I'-O" 2ND FLOOR SHEARWALL FLAN - BUILDING #q SCALE: I/8" = 1'-0" 7 LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1, 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1 " < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED T06ETHER U51N5 led NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 4'-1 " < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1 " < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GON57RUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBER5 SHALL BE NAILED TOGETHER USING 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED), WOOD BEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU25-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 525 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 P'SL BEAM SCHEDULE 5405 3 1/2" x 7 1/4" HOU5410 540q 3 1/2" x q 1/4" HGU5412 E3411 3 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 7/8" HOU5412 5414 3 1/2" x 14" HGU5414 5416 3 1/2" x 16" HGU5414 5418 3 1/2" x IS" H5U5414 13608 5 1/4" X 7 1/4" H5U55.50/10 0611 5 1/4" x II 1/4" HGU55.50/12 5612 5 1/4" x II 7/8" HSU55.50/12 13614 5 1/4" x 14" H51J55.50/14 13616 5 1/4" x 16" HSU55.50/14 B618 5 1/4" x IS" H5U55.50/14 5711 7" x 11 1/4" HGU57.25/12 5712 7" x 11 1/5" HOU57.25/12 E3114 7" x 14" 1­15U57.25/14 B716 7" x 16" H6U57.25/14 5715 7" x 15" HSU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. 5HEARWALL5 WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. 'RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2, REFER TO 5HEET5 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SGHEDULE5. SHEAkWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR SHOWN ON PLAN 0 5HEARWALL \tiu 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R �� 51DE (PLAN RE EERE )SITE D15T �5HEARWALL LENGTH IN FT. FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS --- 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR 5TRAP5 5HOWN SHALL BE MANUFACTURED BY 51MP50N 5TRON6 TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -SEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. q. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRE5EN75 DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'5 DRAININ65 FOR PLACEMENT, DIMENSIONS, BRAGING AND GONNEGTION5. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TD GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACK61ROUND5 WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - C7IRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR SIZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - 5LULAM BEAM GONT - CONTINUOUS _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING 1/23/05 PRI GI NG BL06 FRAMING 2 PERMIT SET 5/21/OS W W O o � WW O O U Rl 0/0 W W �j Sterling Engineering lX. Design ff, Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583.5495 J * �� . ••9Vi1 . �....... ...,...�..`..�.i ii OX% �/CENSEO ••'��. i i, s� IO NAL•�G� r MAY 2 2 2C08 This drawing Is part of a set of drawings for this project and shall not be considered valid Lnless it Is accompanled by the complete set of drawings. " The information disclosed herein is proprietary with 5terling Engineering d Design Group LLO, and should NOT be used, duplicated or disclosed without its egress written permission. The information herein Is port of a PATIENT PENDING process/material IMNlI MZED WE OR GOPYRS OF THS OR AW COMM RW:DF 15 SUM FORBIM DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: DATE: 02/09/01 PROJECT NO: 435-001 SHEET TITLE: SNEAkWALL FLAN SHEET NO: S3-2 d En- PA9TIAL 1ST FLOOR SW5ARNALL FLAN - BUILDING #1 SCALE: I/8" = I'-O" KEY FLAN SHEAkWALL NOTES I. SHEARWALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: SHEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SGHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRUSS MANUFAGTUR SHOP DRG. SHEA04ALL LEGEND SHEARWALL HOLDOWN ,�0 OR ANCHOR SHOWN �+ ON PLAN \0�\ 5HEARWALL \'L�0 5HEARWALL TYPE GALLED OUT THIS 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GONST. SET) NO. ISSUE: DATE: I BUILDING 1/23/08 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS 7/7 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 A MAY 22M8 This drawing Ls part of a set of drawings for this project and shall not be considered valid unless it is accompanied N the complete set of drowings. CoWDW - rnAve sEr.RErs The information disclosed herein Is proprietary pith 5terling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed without its express wrltten permisslon. The information herein Is port of a PATENT PENDING processlmaterial ONNJINORI D WE OR WPM OF TH15 OR AW GO OM fBW 15 STRIGTLY FOFWM 777/ DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: DATE: 02/0q/01 PROJECT NO: q35-001 SHEET =: SNEA04ALL FLAN SHEET NO: S3-3 PARTIAL 1ST FLOOR SH EARNALL FLAN - BUILDING #1 SCALE: 1/8" = 1'-0" KEY FLAN SHEARWALL NOTES I. SHEARAALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARAALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-5 AND 50-5 FOR 5HEARAALL AND HOLDOAN SCHEDULES. 5. MAKE SURE THE OTY. OF SHEAR PANEL AITH TRU55 MANUFACTUR SHOP DRG. SHEARWALL LEGEND 5HEARAALL HOLDOAN b0 OR ANCHOR SHORN mob+ ON PLAN 1v� 0 kd 5HEARAALL 5HEARAALL TYPE CALLED OUT TH15 SIDE (PLAN REFERENCE) L R 5HEARAALL TYPE OPP051TE SIDE (PLAN REFERENCE) D15T 5HEARAALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHORN AT THE TIME OF CONST. SET) NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS ,f Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ^P��OF•TEx�s,��l C' •,• .............4 �.... ••.do 4/CE AS'8?- .01 MAY 2 2 2008 This drawing Is part of a set of drar+ings for this project and shall not be considered valid unless 't is accompanied by the complete set of drawings. CompWAl. - 7"E SEfRETr The information disclosed herein is proprietary with Sterling Engineering t Design Group LLO, and should N07 be used, duplicated or disclosed without its equress mrltten permission. The Information herein is part of a PATENT PENDIN6 process/material MMM40RIM WE OR coMS OF nos OR ANY OON1 m f F 15 STR tY FORNDDBI DRAWNBY: t3JT/HMA DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0Q/0'I PROJECT NO: Q35-001 SHEET TITLE: SHFAkNALL FLAN SHEET NO: S3-3A NO. ISSUE: DATE: I BUILDING 1/23/0S PRICING Q, PARTIAL 2N D FLOOR SDI FARNALL $ CORRIDOR FRAMING FLAN - BUILDING #1 5CALE: 1/8" = 1'-0" LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) ---GL€AR SPAN 5I­Z€4UNLE55-NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 2-2x 0 1 , 2 4'-1" < 5'-0" 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GON5TRUGTED WITH A 1/2" THIGK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE GON5IDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 0 -I" < 8'-0" 2-2xIQ I 8'-1 " < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GONSTRUGTED WITH A 1/2" THICK 055/PLYWO0D SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). KEY PLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT GORNER5 OF OPENINGS. RE: SHEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN `0 OR ANCHOR SHOWN ON PLAN �0 OGj�+ 5HEARWALL TH 5 51 DE (PLAN REFERENCE)LD UT L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL No. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL 5GHEDULE) (SHOWN AT THE TIME OF GON5T. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 528 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" H6U5410 540Q 3 1/2" x 9 1/4" H6U5412 E3411 3 1/2" x 11 1/4" HGU5412 5412 3 1/2" x 11 7/5" HSU5412 5414 3 1/2" x 14" H5U5414 B416 3 1/2" x 16" HOU5414 5418 3 1/2" x IS" HGUS414 8608 5 1/4" X 7 1/4" HGU55.50/10 E3611 5 1/4" x II 1/4" 146US5.50/12 B&12 5 1/4" x II 7/8" 146US5.50/12 6614 5 1/4" x 14" HOU55.50/14 8616 5 1/4" x 16" HGU55.50/14 B618 5 1/4" x 18" H6US5.50/14 E3111 7" x II 1/4" HGU57.25/12 E3112 7" x 11 7/8" H6U57.25/12 5714 7" x 14" 146U57.25/14 B716 7" x 16" HGU57.25/14 8718 7" x 18" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE GONTINUOU5 BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 5, ARGHITEGTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CON57RUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFAGTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARGHITEGTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. a. THE TRU55 LAYOUT 5HOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND GONNEGTION5. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARGHITEGTURAL DRAWIN65. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL 5GHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BAGK6ROUND5 WITH THE ARGHITEGTURAL DRAWIN65 AND REPORT ANY D15GREPANGIES TO THE 5TRUGTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - GORRIDOR TRUSS GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 M57A - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS _ — - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E - — - - BRIDGING UWA - UNDER WALL ABOVE BLDG FRAMING 2 PERMIT SET 5/21/OS / %T f f yOI &U. 1 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 e�E.OF.TEk,�I. `s` 0 `A``Ns MAY 2 2 2C�8 This drohing Is part of a set of drawings for this project and shall not be considered valid unless I Is accompanied N the complete set of drawings. 0WOMAL — TRADE 55GRET5 The information disclosed herein is proprietary with Sterling Engineering 1 Deslgn Group LLG, and should NOT be used, duplicated or disclosed without Its express written permission. The information herein Is part of a PATENT PENDING process/material lJwTHORIZED USE OR cOPn% OF THIS OR MY C*MN15 MW 15 SMMY FOIBIOO@I DRAWN BY: WT/FMA DESIGNED BY: JAG CHECKED BY: E5 DATE: 02/oal01 PROJECT NO: 935-001 SHEET TITLE: SHEARWALL FLAN SHEET NO: S34 F , F , C PARTIAL 2ND FLOOR SHEARWALL 4 CORRIDOR FRAMING FLAN - BUILDING #1 50ALE: 1/5" = 1'-0" KEY PLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRUSS MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR SHOWN ON PLAN 1 0 5HEARWALL i115T 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) 5HEARWALL TYPE OFF051TE 51DE (PLAN REFERENCE) 5HEARWALL LENGTH IN FT. SHEAR PANEL N0. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON5T. SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6-0" 2-2x12 1, 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-1" <_ 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I < 8'-0" 2-2x10 I 8'-1 " < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TAGGERED). FLOOR FRAMING NOTES 1. TRU55 5PACIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3 ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS 4 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY SIMPSON 5TRON67 TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B -� VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. a. THE TRU55 LAYOUT 5HOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRUSS 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF 7RU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRUSS 6T - GIRDER TRU55 FT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 61-5 - 6LULAM BEAM GONT - CONTINUOUS - — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E — — — - BRIDGING UWA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x b HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" HGU5410 5401 3 1/2" x 51 1/4" H6U5412 5411 3 1/2" x 11 1/4" HGU5412 6412 3 1/2" x 11 7/3" H61J5412 5414 5 1/2" x 14" H6U5414 5416 3 1/2" x 16' HSU5414 6418 3 1/2" x IS" HGU5414 5608 5 1/4" X 7 1/4" H5U55.50/10 5611 5 1/4" x II 1/4" H6U55.50/12 5612 5 1/4" x 11 1/8" H6U55.50/12 5614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" H6U55.50/14 5618 5 1/4" x IS" HGUS5.50/14 B711 7" x II 1/4" H6U57.25/12 5712 7" x II 1/8" HGU57.25/12 5714 7" x 14" H6US7.25/14 B116 7" x 16" H6US7.25/14 B718 7" x 18" H6US7.25/14 * NOTE: REFER TO 6ENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ........... MAY 2 2 2008 Thls drawing Is part of a set of dranings for this project and shall not be considered valid unless It Is accompanied by the complete set of drowIngs. W EIDEHTIAL — TRADE SEC.RET5 The Information disclosed herein is proprietary pith Sterling Engineering d Design Group LLO, and should NOT be used, duplicated or disclosed without its egress written permisslon. The Information herein is part of a PATENT PENDING process/material urAU(HORM UM OR C41I OF M OR MY CONT M FEREOF 15 STRICTLY FORBWM DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/0a/01 PROJECT NO: Q35-001 SHEET TITLE: SHEARWALL FLAN SHEET NO: S3-4A u FART I AL 39D FLOOR SHEARWALL $ C09R I DOR FRAMING FLAN - BUILDING #1 SCALE: 1/8" = I'-0" LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) 51M (UNLE55 NOTED) REMARKS —ALE <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 I , 2 5'-I" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 I , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STA(5GERED). 2. HEADERS LOCATED IN DESIGNATED BEARING AALL5 AND IN AALL5 SUBJECT TO EXTERIOR WIND LOAD ARE GON51DEREP LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR 5PAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-I" < 6'-O" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-I"< 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GON5TRUCTED WITH A 1/2" THICK 055/PLYAOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). KEY PLAN SHEARWALL NOTES I. SHEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: SHEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR SHEARWALL AND HOLDOAN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFACTUR SHOP DR6. SHEARWALL LEGEND 5HEARAALL HOLDOAN b0 OR ANCHOR 5HOAN fib+ ON PLAN 1rJ 0 5HEARWALL 5HEARAALL TYPE GALLED OUT TH15 5IDE (PLAN REFERENCE) L R 5HEARWALL TYPE OPP051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (5HOAN AT THE TIME OF CON57 SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HJ210-2 2212 (2) 2 x 12 HJ212-2 326 (3) 2 x 6 HU26-3 528 (3) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 13405 3 1/2" x 7 1/4" H6U5410 540Q 3 1/2" x Q 1/4" HGU5412 5411 3 1/2" x 11 1/4" HGU5412 E3412 3 1/2" x II 1/8" H6U5412 84A 3 1/2" x 14" H6U5414 B416 3 1/2" x 16" H6U5414 5415 3 1/2" x 15" HGU5414 5608 5 1/4" X 7 1/4" H61J55.50/10 E3611 5 1/4" x II 1/4" HGUS5.50/12 6612 5 1/4" x 11 1/5" H6U55.50/12 6614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" H6U55.50/14 5615 5 1/4" x IS" HGU55.50/14 B711 7" x II 1/4" HGUS7.25/12 B112 7" x II 1/5" H6U57.25/12 B114 7" x 14" H6057.25/14 8716 7" x 16" HOUS7.25/14 8715 7" x IS" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES I. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND 5HOAN 15 LAYOUT OF FLOOR BELOA. 5HOWN THUS --- 4. 5HEARAALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HOAN. 5. HOLDOAN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51XF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING AALL5 ARE INDICATED THUS: B 7, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND HALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM AALL5 OR FLOOR TRUSSES BELOW. q. THE TRUSS LAYOUT 5HOAN ON TH15 DRAAIN6 REPRESENTS DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAAIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS AITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - 6LULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E - — - - BRIDGING UM - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING 1/25/08 PRIGING BLD6 FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 %ITS 0140- G MAY 2 2 2808 This hawing is part of a set of droNi gs for this project and shall not be considered valid unless it 1. accompanied N the complete set of drem", CMDEHTML - TRADE SEGRET5 The Information disclosed herein Ns proprietary with 5terling Engineerhg 6 Desl n Group LLO, and should NOT be used, duplicated or disclosed without its a)press written permission. The Information herein Is port of a PATENT PENDIN6 process/material WAMORI03) USE OR OOFYIN6 OF nits OR MY COMM RIW 15 STRICTLY F01119 BI DRAWN BY: BJT/FfMA DESIGNED BY: JAG CHECKED BY: E6 DATE: 02/0Q/0,1 PROJECT NO: g35-001 SHEET TITLE: SHEARWALL FLAN SHEET NO: S3-5 PARTIAL BIRD FLOOR SH EARWALL $ CORRIDOR FRAMING FLAN - BUILDING #1 SCALE: 1/5" = 1'-0" SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN 5GHEDULE5. 5. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR SHOWN ON PLAN 1� 0 5HEARWALL 6\0 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPP051TE 51DE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. * SHEAR PANEL N0. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL 5GHEDULE) (5HOWN AT THE TIME OF GONST. SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2XIQ 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 a'-1" < 10'-0" 2-2x12 I , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GON5TRUGTED WITH A 1/2" THICK 0551PLYNOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 5UBJEGT TO EXTERIOR WIND LOAD ARE GON5IDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2XIQ I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG I&d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED), FLOOR FRAMING NOTES 1, TRU55 5PAGIN6 SHALL BE 24" ON GENTER UNLE55 NOTED OTHERNI5E. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALLS LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3. ARCHITECTURAL BAGKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THU5 -- 4 5HEARWALLS AS NOTED ON PLAN SHALL BE GON5TRUGTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SEG7ION5. a, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE GON7INUOU5 BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. a. THE TRUSS LAYOUT SHOWN ON TH15 DRAWING REPRESENTS DIRECTION OF 71RU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND GONNEGTI ON5. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL 5GHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN55 AND REPORT ANY D15GREPANGIES TO THE STRUCTURAL EN61 NEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRUSS GT - GIRDER TRUSS RT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6L5 - GLULAM BEAM GONT - CONTINUOUS NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UWA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * SIYP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (5) 2 x S HU28-3 5210 (5) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" H5U5410 5401 3 1/2" x a 1/4" H5U5412 B411 3 1/2" x II 1/4" HSU5412 5412 3 1/2" x II 7/8" HGU5412 5414 5 1/2" x 14" H6US414 B416 3 1/2" x 16" H6U5414 5418 3 1/2" x IS" H6U5414 5608 5 1/4" X 7 1/4" H6U55.50/10 5611 5 1/4" x II 1/4" H6U55.50/12 5612 5 1/4" x II 7/5" HGU55.50/12 5614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" HGU55.50/14 5616 5 1/4" x IS" H6U55.50/14 B711 7" x II 1/4" HGU57.25/12 5712 7" x II 1/5" H6U57.25/12 B114 7" x 14" HGU57.25/14 15716 7" x 16" HGU57.25/14 BIZ 7" x 18" H67U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/25/08 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/08 a / r Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 r oF'rlop FXq,�I �P •• .• :s owl: •%*1 ---. ..,.....% MAY 2 2 =8 This drawing K part of a set of drawinggs for this project and shall not be considered va id unless it is occomponled N the complete set of drawings. C*MDENTIAL - TRADE 5FLREr5 The Information disclosed herein is proprietary with 5terllrg Engineering t Design Group LLO, and should NOT be used, duplicated or disclosed mirthout its empress written permission. The Information herein Is part of a PATENT PENDING process/material INhUITMED USE OR COPYING OF TEAS OR ANY CM3IM fBW 15 5TR MY F'OFASIDDBI DRAWN BY: 5X/HMA DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/OQ/O1 PROJECT NO: q35-001 SHEET TME: SNEARWALL FLAN SHEET NO: S3-5A PARTIAL 4TH FLOOR SHEARWALL t CORRIDOR FRAMING FLAN — SUILDING #1 SCALE: 1/8" = 1'-0" N N LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 '2 5'-1" < 6'-0" 2-2x12 1 '2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2xI2 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE5I6NATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER' SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 4'-1" < 6'-0" 2-2x8 I 6'-1" < V-0" 2-2xIQ I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). KEY PLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SGHEDULE5. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRUSS MANUFACTUR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR 5HOWN ��+ ON PLANlid \V 5HEARWALL 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE 51DE (PLAN REFERENCE) 0157 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:I/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (5HOWN AT THE TIME OF CON5T. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU25-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU25-3 5210 (3) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 8408 3 1/2" x 1 1/4" H6U5410 B401 3 1/2" x 1 1/4" HGU5412 E3411 3 1/2" x II 1/4" HGUS412 8412 3 1/2" x II 1/8" HGU5412 8414 3 1/2" x 14" HGU5414 E3416 3 1/2" x 16" HGUS414 E3415 3 1/2" x IS" HGU5414 8608 5 1/4" X i 1/4" HGU55.50/10 5611 5 1/4" x 11 1/4" HGU55.50/12 5612 5 1/4" x 11 1/5" HGU55.50/12 B&14 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" HGU55.50/14 8618 5 1/4" x 18" H61J55.50/14 8711 T x 11 1/4" HGU51.25/12 E3112 T x 11 1/8" HGU51.25/12 8714 III x 14" H6USi.25/14 8716 7" x 16" HGU51.25/14 E3118 7" x 18" HGU51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TR055 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS --_- 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE GONTINUOU5 BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. a. THE TRU55 LAYOUT SHOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY 015GREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ST - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS GT - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E - — - BRIDGING UWA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 MAY2220 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accomponled N the eompiete set of drawings. c*FID nAL - TRVE suers The Information disclosed herein is proprietary with Sterling Engineering 6 Design Group LLG, and should NOT be used, duplicated or disclosed without its e>qoress written permission. The Information herein Is part of a PATENT PENDING process/material tuftl* 0W� U5E oR C'0Fy 6 of Tii15 OR MY WRTM 43MOF 15 STRICTLY F01150M DRAWN BY: BX/HMA DESIGNED BY: JAc. CHECKED BY: BB DATE: 02/09/01 PROJECT NO: a35-001 SHEET TITLE: SHEARWALL FLAN SHEET NO: S3-6 I 4TH FLOOR SHEARWALL $ CORRIDOR FRAMING FLAN - BUILDING #1 SCALE: 1/5" = 1'-0" KEY PLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENING5 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOAN SCHEDULES. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWNOR b0 ON PLAN OR 5HOAN + u�01 5HEARWALL \� 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. * SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON5T. SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2x10 1 , 2 5-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1"< 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE GON5IDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 51rP OR #2 D. FIR) GLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 1 6'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEM5ER5 SHALL BE NAILED TOGETHER U51N5 Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND 5HOAN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4.. 5HEARWALL5 AS NOTED ON PLAN SHALL BE GON5TRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HOWN. 5, HOLDOWN5 AND / OR 5TRAP5 5HOWN SHALL BE MANUFACTURED BY 51MF50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALLS ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. 1. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRE5ENT5 DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND GONNEGTION5. 10. QUANTITIE5 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND 5AGKGROUND5 WITH THE ARGHITECTURAL DRAWIN65 AND REPORT ANY 015GREPANCIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL 5TRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE MOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU25-3 5210 (5) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE E3405 3 1/2" x 7 1/4" HGU5410 5401 3 1/2" x Q 1/4" H6U5412 5411 3 1/2" x II 1/4" HGU5412 E3412 3 1/2" x 11 7/8" HGU5412 8414 3 1/2" x 14" H61,15414 E3416 3 1/2" x 16" HGU5414 E3415 3 1/2" x IS" HGU5414 5605 5 1/4" X 7 1/4" HGU55.50/10 5611 5 1/4" x II 1/4" HGU55.50/12 5612 5 1/4" x 11 1/5" HGU55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGUS5.50/14 B618 5 1/4" x IS" HGU55.50/14 B711 7" x 11 1/4" H61J57.25/12 E3112 7" x II 1/8" H6U57.25/12 5714 7" x 14" H61J57.25/14 E3116 7" x 16" H(5U57.25/14 5715 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS w x H n r Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 08'� O CENSE.O�.•a�t�i i S�ONALENG�a PAY 22M8 This drahing Is part of a set of drawings for this project and shall not be considered valid unless It Is ocaompanled N the complete set of drawings. GONt(1AL — TRADE SECRETS The Information disclosed herein is proprietary pith Sterling Engineering d Design 6roup LLO, and should NOT be used, duplicated or disclosed without Its express hrltten permission. The Information herein Is part of a PATENT PENDING process/material u+Aurnow D LM OR COPM of TNs OR AW GORfaM R315715 sT tY FORE1 M DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: ES DATE: O2/0q/0 .7 PROJECT NO: q55-001 SHEET TITLE: SHEARWALL FLAN SHEET NO: S3-6A NO. ISSUE: DATE: .c,. ..io may% n 1ST' 1= L00� S�! EARWALL FLAN - SU I LD I NG #2 SCALE: 1/8" = 1'-0" u KEY FLAN SHEAR'WALL NOTES I. SHEARWALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-5 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 5. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRUSS MANUFACTUR SHOP DRS. SHEAkWALL LEGEND 5HEARWALL HOLDOWN '0 OR ANCHOR SHOWN b+ ON PLAN \0�\ 0 ���+k 5HEARWALL \'10 5HEARWALL TYPE CALLED OUT TH15 SIDE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-5 FOR SHEAR PANEL SCHEDULE) (5HOWN AT THE TIME OF CON5T. SET) I BUILDING 1/25/05 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 W U � Z ��X w �o 0 � �DCn � aw En p �o i Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 i' S • �qf'*'JJ �....... .......:: � T t� �FS.1�0�ENAw ! MAY 2 2 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it is accompanied N the complete set of droNings. cOWDEHTIAL - 7RADE SEGRET5 The Information disclosed herein b proprletory with 5terling Engineering 6 Design broup LLO, and should NOT be used, &pivoted or disclosed without Its express wrltten permisslon. The Information herein is part of a PATENT PENDIN6 process/material I►U4JIHORI D USE OR COP M OF TWS OR ANY cattetrs Raw Is 5MMY Far OM DRAWN BY: BJT/ffMA DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/0a/011 PROJECT NO: a35-001 SHEET TITLE: SHEAkWALL FLAN SHEET NO: S3-7 2ND FLOOR SHEARWALL t CORRIDOR FRAMING PLAN - BUILDING #2 SCALE: I/8" = 1'-0" N" I IF Wt-\IV FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - GORRIDOR TRU55 GB - GONTINUOU5 BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 FT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - 6LULAM BEAM GONT - GONTINUOU5 _ — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE SHEARWALL NOTES I. SHEARWALLS WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN 5GHEDULE5. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR SHOWN b+ ON PLAN 10�\ b0 + � 5HEARWALL \� 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL N0. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL 5GHEDULE) (SHOWN AT THE TIME OF GON5T. SET) i LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 I , 2 5'-1" < 6-0" 2-2x12 I , 2 6'-I" < 8'-0" 2-2x12 I , 2 8'-1"< 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 5U5JEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARIN6. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 4'-1" < 6'-0" 2-2x8 I 6'-1 " < 8'-0" 2-2x10 I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THIGK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FLOOR FRAMING NOTES 1. TRUS5 5PAGIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR SHEARWALL5 LOCATED PARALLEL TO FL00 TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3. ARGHITEGTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS _= 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE GONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARGHITEGTURAL PLANS AND WALL 5ECTION5. a. NON LOA1;)-BEARIN6 PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. q. THE TRU55 LAYOUT 5HOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRAGIN6 AND CONNEGTION5. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE GONFIRMED WITH THE ARGHITEGTURAL DRAWING5. 11, REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL 5GHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BAGK6ROUND5 WITH THE ARGHITEGTURAL DRAWINGS AND REPORT ANY D15GREPANGIE5 TO THE 5TRUGTURAL ENGINEER. WOOD BEAM SCHEDULi I PLAN MARK BEAM TO USE * 51MP50'1� HANGER 226 (2) 2 x 6 HU26-21 228 (2) 2 x 8 HU28-2` 2210 (2) 2 x 10 HU210-J 2212 (2) 2 x 12 HU212- 526 (5) 2 x 6 HU26-3 528 (5) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL BEAM SCHEDULE 8405 3 1/2" x 7 1/4" H61J5410 B401 3 1/2" x a 1/4" H5U5412 5411 3 1/2" x II 1/4" H61J5412 8412 3 1/2" x II 7/8" H6U5412 B414 3 1/2" x 14" H6U5414 E3416 3 1/2" x 16" H6U5414 6415 3 1/2" x IS" HGU5414 B608 5 1/4" X 7 1/4" H6U55.50/10 E3611 5 1/4" x 11 1/4" H6U55.50/12 6612 5 1/4" x 11 1/8" 45U55.50/12 8614 5 1/4" x 14" HOU55.50/14 B616 5 1/4" x 16" HGU55.50/14 B615 5 1/4" x 18" HGU55.50/14 B711 7" x 11 1/4" H6U57.25/12 B112 7" x II 7/8" H6U57.25/12 E3114 7" x 14" H6U57.25/14 E3716 7" x 16" 1­16U57.25/14 E3113 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. II r ' NO. ISSUE: DATE: BUILDING I/23/08 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/08 i Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �� :off; :'�"ENS�`:•���Ti ti 101 N MAY 2 2 2008 This drawing is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of di c wDw& - WIDE src rs The information disclosed herein is proprietary with 5terling Engineering 6 Design Group LLO, and should NOT be used, ebplicoted or disclosed without its e.Tress written permission. The information herein Is part of a PATENT PENDING process/material LWNM40RIZED LEE OR col'M of THIS OR MY coNr m tEREGF 15 SUM FoRBIGOBr DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: B5 DATE: 02/Oq/01 PROJECT' NO: q55-001 SHEET T1TI E: SHEMWALL FLAN SHEET NO: S3-8 NO. ISSUE: DATE: b0 C 0 C_ U) a 0 1 co 0 0 N N 0 0 0) I / z 0 J 7) m 3 a 0 a L N 0 c d 0 0 0 1 U) r•7 rn / c 0 a 0 a 0 U a W Q I rn tq z 3RD FLOOR SHEARWALL t CORk I DOR FRAMING PLAN - SU I LD I NG #2 SCALE: I/8" = 1'-0" KEY FLAN FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS 6T - GIRDER TRU55 RT - ROOF 7RU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - 6LULAM BEAM GONT - CONTINUOUS - — - - NON -LOAD BEARING WALL A50VE IOOPLF UNLE55 NOTED OTHERN15E — — — - BRIDGING UWA - UNDER WALL ABOVE SHEARWALL NOTES I. 5HEARWALL5 WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARAALL AND HOLDOWN 5GHEDULE5. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFACTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN ,�0 OR ANCHOR 5HOWN b+ ON PLAN \V�\ 0 5HEARWALL 5HEARWALL TYPE GALLED OUT THIS SIDE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE 51DE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (5HOWN AT THE TIME OF GON57. SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR 5PAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1 " < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-111< 8'-0" 2-2x12 1,2 8'-111< 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0551PLYNOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALL5 AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING WEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR 5PAN SIZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2XIQ I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBER5 SHALL BE NAILED TOGETHER U51N5 16d NAILS @ 12" O.G. TOP AND BOTTOM (STA66ERED). r I..UUK r KAM I N(g NU I Z5 1. TRUSS 5PACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2, EXTERIOR BEARING WALL5 AND / OR 5HEARWALLS LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3 ARCHITECTURAL BACKGROUND 5HOAN 15 LAYOUT OF FLOOR BELOW. 5HOAN THUS —,--- 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HOAN. 5. HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY 51YF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: -� VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBER5 5UPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. 4. THE TRU55 LAYOUT 5HOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNEGTION5, 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRAGIN6, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5H6WN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BAGK(5ROUNDS WITH THE ARCHITECTURAL DRANIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE " 51MP50N H) 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-5 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. I 5UILDIN6 1/25/05 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 i P.�E.�F r y��xgs�l '----I ......; t,�A���• / ENSS •°•� i MAY 2 2 2C08 This drawfig Is part of a set 0 drawings for this project and shall not be cons'dered valid unless it is accompanied by the complete set of drawings. OOWIDEtIT1AL — TRADE SFSRET� The information d'sclosed herein Is proprietary nith Sterling Engineering t Design Group LLO, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material UN►uwRI= USE OR OOPY111I6 OF THIS OR MY C*MNM 15 9TR W FOR30M DRAWN BY: 5JT/HMA DESIGNEDBY: JAG CHECKED BY: 55 DATE: 02/09/01 PROJECT NO: 935-001 SHEET TITLE: 5HEARWALL PLAN SHEET NO: S3-9 4TH FLOOk SHEARWALL $ CORER I DOR FRAMING FLAN - BUILDING #2 SCALE: 1/8" = 1'-0" KEY FLAN FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS 6T - GIRDER TRU55 RT - ROOF TRU55 M5TA - 5TRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER 6LB - 6LULAM BEAM GONT - CONTINUOUS - — _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE SHEAkk4ALL NOTES I. 5HEARWALLS WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN 5GHEDULE5. 3. MAKE SURE THE QTY, OF SHEAR PANEL WITH TRUSS MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR 5HOWN fib+ ON PLAN td0 O'X+ 5HEARWALL \� 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPP051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL S( HEDULE) (SHOWN AT THE TIME OF GONST, SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) " CLEAR SPAN SIZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2xl2 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 2-2xl2 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED T06ETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STA(5GERED). 2. HEADERS LOCATED IN PE516NATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARIN6. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x5 I 6'-I11< 8'-0" 2-2x10 I 8'-1"< 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FLOORS FRAMING NOTES 1, TRU55 SPAGIN6 SHALL BE 24" ON CENTER UNLESS NOTED OTHERWI5E. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3, ARCHITECTURAL BAGK&ROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS --- 4, 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMIN6 LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATION5 WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. a. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND GONNECTI ON5. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMIN6 DIMEN51ON5 AND BACK6ROUN1:)5 WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE E3405 3 1/2" x 7 1/4" H6U5410 B401 3 1/2" x ci 1/4" H61,15412 E3411 3 1/2" x 11 1/4" H6U5412 B412 3 1/2" x II 7/8" H6U5412 B414 3 1/2" x 14" HGU5414 8416 3 1/2" x 16" H6U5414 8415 3 1/2" x 15" H6U5414 5605 5 1/4" X 7 1/4" 146U55.50/10 B(611 5 1/4" x 11 1/4" H6US5.50/12 B612 5 1/4" x II 7/8" H6U55.50/12 B&14 5 1/4" x 14" H&U55.50/14 8616 5 1/4" x 16" H6,U55.50/14 13615 5 1/4" x 18" H6U55.50/14 B711 7" x II 1/4" H6U57.25/12 5712 7" x II 1/8" H6U57.25/12 5714 7" x 14" H6U57.25/14 5716 7" x 16" H6U57.25/14 E3715 7" x 18" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. N0, ISSUE: DATE: 1 BUILDING I/23/08 PRICING BLD6 FRAMIN6 2 PERMIT SET 5/21/OS w w , w � H ^w^ z w I� O O oUE-1 �P-4 �ww . woo o L) w Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �....:. • ....... / r�... • ................. r��'pp •• ICENS''��'ido MAY 2 This drawing Is part of a set of drawings for this project and shall not tie considered valid unless it Is accompanied by the complete set of drawings. ME10MAL - TRAM SUM The Information disclosed herein Is proprietary with Sterling Engineering 6 Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein is part of a PATENT PENDING process/material UNNrtHOWZED USE OR OOP M 6 OF THIS OR AW GONT6it5 46 F 15 STRICTLY FORS MM ' !'. r«ll DRAWN BY: BJT/HMA DESIGNED BY: CHECKED BY: DATE: 02/0Q/01 PROJECT NO: 435-001 SHEET TITLE: SHEA04ALL PLAN SHEET NO: S3-10 I PEE 2/111 U/I/ffil� Z 2 1 M/ M I 'L_CF4'L�cL'LC::[_LLiCGL1LCCCGG:L[CCLt L4<LL='G_!1�:::: �:'�� NO. ISSUE: DATE: 0 T Ln I 00 0 0 N N N 0 0 i V) / CD Z 0 m / 0 0 0 U V) N N U c N O 0 0 I Ui 0 0 0 Q i 0 U U) V1 Q I Ln rn / FAkTIAL 15T FLOOR SNEAkWALL PLAN -BUILDING #3 SCALE: I/8" = 1'-0" 0 KEY FLAN SHEARHALL NOTES I. SHEARAALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN 56HEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRUSS MANUFACTUR SHOP DR6. SHEAkHALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR 5HOWN ON PLAN �rJ ' 5HEARWALL 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARAALL TYPE OFF051TE SIDE (PLAN REFERENCE) D1 IT 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (5HOAN AT THE TIME OF GON5T. SET) BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 z Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 =,�Pt E OF 't BO I(A�FNSEO .' �'. This drawing Is mmaztbf for this project and shall not be considered valid unless It Is accompanied N the complete set of dranings. GONFIDERTIAL - TRADE 5i�RET5 The Information disclosed herein Is proprietary with Sterling Engineering 6 Design Group LLG, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein is part of a PATENT PENDIN6 process/material UNW40RUED USE OR 60PYIN6 OF THIS OR AW coNistrs NBW Is STFJOW F000DBI DRAWN BY: BJT/FfMA DESIGNED BY: JA6 CHECKED BY: $$ DATE: 02/04/01 PROJECT NO: a55-001 SHEET TITLE: SHEAkWALL PLAN SHEET NO S3-11 10, C 0 a� Cn T G- co 0 I co 0 0 N N 0 a i r7 0 z 0 J m a 6 <n a� a� C) C N d 0 0 0 I U) ro 0) c 0 a >_ 0 Q 0 U a Q I 0) / A PARTIAL 1 S'•I•' FLOOR SHEARWALL FLAN - SU I LD I NG #3 50ALE: 1/5" = 1'-0" KEY PLAN SHEARWALL NOTES I. SHEARWALLS WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFACTUR SHOP DR6. SHEAkWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR SHOWN ON PLAN \� 5HEARWALL \�0 5HEARWALL TYPE CALLED OUT THIS 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE 51DE (PLAN REFERENCE) 015T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR 5HEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF CONST. 5ET) NO. ISSUE: DATE: BUILDING I PRICING /23/08 BLD6 FRAMING 2 PERMIT 5ET 5/21/OS t, W W H O O O ~ U F-+ 01.4 W EEL H . :%+' Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .. �P-vEOFrF��1` �" •der••. ••.••.•/ �1 ��' ���OE NSE� •' •�,� %� MA1�'1�'�''1888 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. The Information disclosed herein Is proprietary with Sterling Engineering 6 Design Group LLG, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDIN6 process/material WRIM OW D USE OR COPYING OF THIS OR ANY OONTM Is SmOtY 11 "01 1 DRAWN BY:... WT/HMA DESIGNED BY: JAB CHECKED BY: DATE: 0:210a/01 PROJECT NO: q55-001 SHEET TITLE: SWEAkWALL PLAN SHEET NO: S3-1 lA 9 c- 0 a� 'D a N I 00 0 0 N N a -a 0 N i rj U) t4 1-1 CD Z 0 J / m .3 0 0 6 U Y N N U c N O_ w 0 0 0 1 Uj r'7 rn / 0 0 0 a 0 U a� Q I Ln 0 PARTIAL 2ND FLO0k SHEARWALL PLAN -BUILDING #3 SCALE: 1/8" = I'-0" KEY FLAN swEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFACTUR SHOP ORG. SHEARWALL LEGEND 5HEA1111ALL HOLDOAN %0 OR ANCHOR 5HOAN ON PLAN 0� 0 5HEARAALL \�0 5HEARAALL TYPE GALLED OUT TH15 SIDE (PLAN REFERENCE) L R 5HEARAALL TYPE OPP051TE 51DE (PLAN REFERENCE) DIST 5HEARAALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON57. SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-O" 2-2x6 1 , 2 2-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1 " < 6'-0" 2-2xl2 1 , 2 6'-1" < 8'-O" 2-2x12 1 , 2 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK O55/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 Ibd NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-I" < 6'-0" 2-2x8 1 6'-1 " < 8'-0" 2-2x10 I 8'-1 " < 10'-0" 2-2xl2 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK O55/PLYAOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FLOOR FRAMING NOTES 1. TRUSS 5PAGIN5 SHALL BE 24" ON (ENTER UNLESS NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR 5HEARAALLS LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT AALL5 ABOVE. 5. ARCHITECTURAL BAGK6ROUNO 5HOWN 15 LAYOUT OF FLOOR BELOW. SHORN THUS 4 5HEARWALLS A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HOAN. 5. HOLDOANS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING AALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOA. Q. THE TRU55 LAYOUT 5HOAN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOAN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARAALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BAGK6ROUND5 AITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY D15GREPANGIE5 TO THE STRUCTURAL ENGINEER FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ET - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - 61RDER TRUSS RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER 5LB - 6LULAM BEAM GONT - CONTINUOUS _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE — — — - BRIDGING UM - UNDER HALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 8408 3 1/2" x 1 1/4" HGU5410 B401 3 1/2" x a 1/4" H&U5412 5411 3 1/2" x II 1/4" HGU5412 8412 3 1/2" x II 1/8" H6U5412 E3414 3 1/2" x 14" HOU5414 5416 3 1/2" x 16" 1-16U5414 8418 3 1/2" x IS" H6US414 3608 5 1/4" X 7 1/4" H&US5.50/10 5611 5 1/4" x II 1/4" H6U55.50/12 E3612 5 1/4" x II 1/5" H&U55.50/12 5614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" H6U55.50/14 5618 5 1/4" x 18" HOU55.50/14 Bill 1" x 11 1/4" H5U51.25/I2 5112 1" x 11 7/8" H6U51.25/12 5114 7" x 14" 1-16U51.25/14 8116 1" x 16" H6U51.25/14 8118 1" x IV' 1-16U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: BUILDING PRICING 1/25/05 BLDG FRAMING 2 PERMIT 5ET 5/21/08 Sterling Engineering W Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �- MAY 2 2 vua This draring is part of a set of drawings for this project and shall not be considered valid unless it Is accomponled by the complete set of d•awIngs. 00WIDWAL - TRADE SEGREiS The Information disclosed herein Is proprietary with 5terling Engineering 6 Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material MMMED USE OR OOPM Of THIS OR W COMM Is STMITLY FOF�IDDBr DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: BB DATE: 02/04/01 PROJECT NO: 935-001 SHEET TITLE: SHEARWALL PLAN SHEET NO: S3-12 c 0 cn Q I 00 0 0 N 41 0 0 Q N I 0 z 0 m c 0 0 U N a) U a� n 0 O 0 1 r7 rn 0 0 o_ 0 U to n U) a I to rn Aw P'AkTIAL 2ND FLOOR SNEAkWALL PLAN -BUILDING #3 SCALE: 1/5" = 1'-0" KEY PLAN FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM ST - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE - — - - BRIDGING UNA - UNDER WALL ABOVE SHEARKALL NOTES I. 5HEARAALL5 WITH OPENINGS MAY REOUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOAN 5GHEDULE5. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR SHOWN ON PLAN 10� 0 5HEARWALL 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE 51DE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON5T. SET) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2xl2 1 , 2 6'-1" < 8'-0" 2-2xl2 1 , 2 8'-I" < 10'-0" 2-2xl2 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING AALL5 AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I b'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2xl2 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NO Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" H6U5410 6401 3 1/2" x q 1/4" H6U5412 6411 3 1/2" x II 1/4" H6U5412 B412 3 1/2" x II 7/8" H6U5412 B414 3 1/2" x 14" H6U5414 6416 3 1/2" x 16" H6U5414 B418 3 1/2" x 1511 H6U5414 6605 5 1/4" X 1 1/4" HGU55.50/10 5611 5 1/4" x 11 1/4" 5 1/4" x 11 7/8" 5 1/4" x 14" 5 1/4" x I(," 5 1/4" x IE)" HGU55.50/12 6612 H6U55.50/12 6614 H61J55.50/14 B616 H6U55.50/14 6618 H6U55.50/14 Bill 7" x II 1/4" 7" x II -7/F- 7" x 14" 7" x 16" 7" x IS" HGU51.25/12 B712 H6U51.25/12 13714 HGU57.25/14 B716 H6US7.25/14 B718 45U57.25/14 * NOTE: REFER TO GENERAL NOTES FOh MEMBER PROPERTIES. TES Z '0 FLOOR dJOU5 NE TO VN 15 -IU5 4 5HEARAALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6 BEARING HALLS ARE INDIGATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND HALL SECTIONS. 8. NLONGEER NAEI PARTITIONSNG -OI' LENGTH HAVE OR CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW, q. THE TRUSS LAYOUT SHORN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S PRANIN65 FOR PLACEMENT, DIMENSIONS, BRAGING AND GONNEGTION5. 10. GUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL 12RAAIN65. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, 5TUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOAN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAAING5 AND REPORT ANY D15CREPANGIE5 TO THE STRUCTURAL ENGINEER. NO. ISSUE: DATE: I BUILDING 1/23/08 PRIGING BLOO FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 P�EOFT0 co F��1 10 .. .....: B ..........i MAY 2 2 2008 This drowing Is part of a set of drawirkjs for this project and shall not be considered valid unless I is auomponled Ing the complete set of trarHas. GOWIDMAL — TRADE SEt�RETS The information disclosed herein Is propriexq wlth Sterling Engineering t Design 6roup l and should NOT be used, diplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material urAMORM USE OR XPYNS of TRS OR MY COMM MIMOF n STMOTLY FCO91 M DRAWN BY: BJT/HMA DESIGNED BY: im CHECKED BY: E35 DATE: 02/0Q/01 PROJECT NO: Q35-001 SHEET TITLE: SNEA WAI-L PLAN SHEET NO: S341A l C a� C n N I 00 0 0 N N 0 0 n r2 i r� U) CD 0 D m 0 0 Q a� U C N In 0 0 0 1 U) r7 O 0 L O L O U d 0 Q I In rn / PARTIAL 39D FLOOR SHEARWALL FLAN - SUILDING #3 SCALE: I/8" = 1'-0" KEY PLAN LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2xIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-I " < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" D.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-O" 2-2x6 1 4'-1" < 6'-O" 2-2x8 1 6'-1 " < 8'-O" 2-2xIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT GORNER5 OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN 5CHEDULE5. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFA07UR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR 5HOWN �+ ON PLAN \0�\ \'y 0 +� 5HEARWALL 5HEARWALL TYPE GALLED OUT THIS 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF CON5T. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU25-2 2210 (2).2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 525 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 FISL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" H6U5410 B40Q 3 1/2" x 9 1/4" H6U5412 B411 3 1/2" x II 1/4" HGUS412 E3412 3 1/2" x II 1/8" HGU5412 E3414 3 1/2" x 14" H6U5414 B416 3 1/2" x 16" H6U5414 5418 3 1/2" x IS" HGU5414 5608 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x II 1/4" HGU55.50/12 5612 5 1/4" x II 1/8" H6U55.50/12 B614 5 1/4" x 14" HGU55.50/14 15616 5 1/4" x 16" HGUS5.50/14 8618 5 1/4" x IS" H6U55.50/14 8711 7" x II 1/4" H67U57.25/12 E3112 7" x II 7/8" HGU57.25/12 5714 7" x 14" H6U57.25/14 B116 7" x 16" HGU57.25/14 8715 7" x IS" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRUSS 5PACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEM5ER5 ABOVE PLATE LINE TO 5UPPORT WALL5 ABOVE. 3 ARCHITECTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL 5HOWN. 5. HOLDOWN5 AND / OR 57RAP5 SHOWN SHALL BE MANUFACTURED BY 51MP50N 5TRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: r — B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS I0'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. a. THE TRUSS LAYOUT 5HOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMEN51ON5, BRAGING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRAGING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWING5 AND REPORT ANY D156REPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS = = - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: BUILDING I/23/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 F' Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 OF It Clip SIONALEN�'.,a •. MAY 2 2 2008 This draniing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the conplete set of drawings. 00WIDWAL - TRADE SCUM The Information disclosed herein Is proprietary with Sterling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed without its express viritten permission. The Information herein is part of a PATENT PENDING process/material UNAUMORM USE OR W!" MS Of THIS OR AM' WRTBilS FB2EOF 19 97MMY 1`1010 M 77117 !� ' .7 27 DRAWN BY: BJT/HMA DESIGNED BY: .1A6 CHECKED BY: EO DATE: 02/0,1/01 PROJECT NO: 935-001 SHEET =E: SNEARWALL PLAN SHEET NO: I S3-13 I CD 0 a� E Q I 00 0 0 N N 0 IZ a Q i U) 0 z 0 _J D m U-) C_ .3 a 0 U U) U a� L U c N m w 0 0 0 1 UJ rn / 0 41 a 0 Q 0 U cn a� Q I Ln rn tft LN PARTIAL 3kD FLOORS SHEAkNALL PLAN - SUILDING #3 SCALE: 1/8" = 1'-0" KEY FLAN FLOOR FRAMING LEGEND 2212 - (2) -.2 x 12 FLUSH BEAM 2212 - (2) -.2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - 6LULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-1 " < 8'-0" 2-2xIO I 8'-I"< 10'-0" 2-2x12 I NOT�5; I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAIL5 @ 12" O.G. TOP AND BOTTOM (5TA66ERED). SHEARWALL NOTES I. 5HEARWALL5 WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRS. SHEAkV4ALL LEGEND 5HEARWALL HOLDOWN '0OR ANCHOR SHOWN b+ ON PLAN \0�\ 0 � 5HEARWALL \�0 5HEARWALL TYPE GALLED OUT THI5 SIDE (PLAN REFERENCE) L R 5HEARWALL TYPE OPP051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (5HOWN AT THE TIME OF GON57. SET) 5212 (5).2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" H6U5410 B40q 3 1/2" x Q 1/4" H6U5412 6411 3 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 1/8" H5US412 5414 3 1/2" x 14" H6U5414 5416 3 1/2" x 16" HSU5414 5418 3 1/2" x IS" HGU5414 B608 5 1/4" X 7 1/4" H6U55.50/10 5611 5 1/4" x II 1/4" H6U55.50/12 5612 5 1/4" x 11 1/8" H6U55.50/12 5614 5 1/4" x 14" HGU55.50/14 8616 5 1/4" x 16" H5U55.50/14 5618 5 1/4" x IS" H6U55.50/14 E3711 7" x II 1/4" H(5U57.25/12 8712 7" x II 1/8" HGU5725/12 E3114 7" x 14" HGUS7.25/14 8716 -I" x 16" H6U57.25/14 B718 7" x IS" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. kM I NG NOTES BALL BE 24" ON )TED OTHERWISE. 5 WALL5 AND / OR ATEO PARALLEL TO FLOOR -FALL HAVE CONTINUOUS 3 ABOVE PLATE LINE TO ABOVE. AGKGROUNO 5HOWN 15 in I w I yr I LI L&. N BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: r B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. 1. THE TRU55 LAYOUT 5HOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMEN51ON5 AND BAGKGROUND5 WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY 015GREPANGIE5 TO THE STRUCTURAL EN51 NEER. NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 i A. O ���`ss;�� FNSE �`�tic�►�i �._NALEN_ MY 2 2 2008 This drawing Is part of a set of dravongs for this project and shall not be considered valid unless it is accomponled N the complete set of d•owings. COITIDERTIAL - TRADE sECREi r The Information disclosed herein is proprietary with Sterling Englneering 6 Design Group LLG, and should NOT tie used, duplicated or disclosed without Its express written permission. The Information herein is part of a PATENT PENDING process/material uhWllHMED USE OR O FfM OF mils OR MY OORMM H9iE0F Is 97IOTLY FmDD@I If DRAWN BY: WT/HMA DESIGNED BY: im CHECKED BY: $B DATE: 02/04/01 PROJECT NO: q35-001 SHEET TITLE: SWEAkWALL PLAN SHEET NO S3-13A it NO. ISSUE: DATE: BUILDING PRIGING P'AR'TIAL 4TH PLOOk SNEAkWALL PLAN —BUILDING #3 SCALE: 1/8" = I'-0" p LOAD SEAkING HEADERS SCHEDULE (#2 51rP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 614" < 8'-0" 2-2xl2 1 , 2 8'-1 " < 10'-0" 2-2xl2 1 _2 NOTES: I. MULTIPLE LUMBER BEAM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" D.G. TOP AND BOTTOM (5TA66ERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALL5 AND IN WALL5 5UBJEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2XIO I " 8'-I" < 10'-0 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK O55/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6716d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). KEY PLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DR6. SHEAkWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR 5HOWN �� ON PLAN �rJ \'L 0 +� 5HEARWALL 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON5T. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMPSON HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 528 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 5405 3 1/2" x 1 1/4" H6U5410 540Q 3 1/2" x 9 1/4" HSU5412 5411 3 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 1/8" H5U5412 B414 3 1/2" x 14" H6U5414 B416 3 1/2" x 16" HGU5414 B415 3 1/2" x IS" H6U54I4 5608 5 1/4" X 1 1/4" HSU55.50/10 B611 5 1/4" x 11 1/4" H6U55.50/12 5612 5 1/4" x 11 1/8" H6U55.50/12 B614 5 1/4" x 14" HGU55.50/14 B616 5 1/4" x 16" H6US5.50/14 B618 5 1/4" x 15" H5U55.50/14 B71I -I" x 11 1/4" H6U51.25/12 B112 7" x 11 V8" HOUS7.25/12 B114 7" x 14" H6USi.25/14 5116 7" x 16" H61J51.25/14 B718 7" x IS" H61J51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOD FRAM I NG NOTES 1. TRUSS 5PACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 5. ARCHITECTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4, 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP5ON 5TRON6 TIE OR APPROVED EQUAL. 6. BEARIN6 WALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS I0'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. a. THE TRU55 LAYOUT 5HOWN ON THIS DRAWING REPRE5ENT5 DIRECTION OF TRUSS 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRAGIN6 AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. II, REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRAGIN6, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY D15GREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOORS FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRU55 GB - CONTINUOUS BEARIN6 TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRUSS MSTA - STRAP, FOR 51ZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERA155 — — — - BRIDGING UWA - UNDER WALL ABOVE BLDG FRAMING 2 PERMIT SET 5/21/08 �f Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 MAY 12 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. 00WIMMAL — TRADE 5ECIMi5 The Informatlon disclosed herein is proprietary with 5terling Engineering 6 Design Group LLO, and should NOT be used, duplicated or disclosed without its express Kitten permission. The Information herein Is part of a PATENT PENDING process/material UN►Df MM WE OR COPYW OF M OR ANY C017HIT3 f F Is sTnty FOI�IDDBI 7/711 DRAWN BY: SJT/HMA DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/OQ/01 PROJECT NO: 935-001 SHEET TITLE: SWEAR'WALL PLAN SHEET NO: S3-14 P'AkTIAL 4TP FL00k SHEAkWALL t C00IDOR FRAMING PLAN -BUILDING #3 SCALE: 1/5" = I'-0" KEY PLAN SHEAKWALL NOTES I. SHEARWALL5 WITH OPENIN55 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRUSS MANUFACTUR SHOP DRG. SHEAkWALL LEGEND 5HEARWALL HOLDOWN .0 OR ANCHOR SHOWN �+ ON PLAN �0�\ \`y 0 5HEARWALL 5HEARWALL TYPE GALLED OUT THIS SIDE (PLAN REFERENCE) L R 5HEARWALL TYPE OPP051TE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. * SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (5HOWN AT THE TIME OF CON5T. SET) CLEAR 5PAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-1" < it 2-2x12 1 , 2 6'-1"< 8'-0" 2-2x12 1 , 2 8'-I " < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE if ON57RUC7ED WITH A 1/2" THICK 055/PL'000D SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADERS SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYW000 SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). n TRUSS SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWING5. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15VERIFY ALL FRAMING DIMENSIONS AND BA( K6ROJNP5 WITH THE ARCHITECTURAL DRAWIN55 AND REPORT ANY D15GREPANGIES TO THE STRUCTURAL ENGINEER. FLOORS FKAM I NG LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRUSS M5TA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER GL , - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UWA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIYP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 8405 3 1/2" x 7 1/4" H6U5410 E3401 3 1/2" x a 1/4" H6U5412 5411 5 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 7/8" H6U5412 5414 3 1/2" x 14" H6U5414 6416 3 1/2" x 16" HGU5414 5418 3 1/2" x IS" HGU5414 5608 5 1/4" X 7 1/4" H6U55.50/10 5611 5 1/4" x 11 1/4" HGU55.50/12 5612 5 1/4" x II 7/8" H6U55.50/12 E3614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 E3610 5 1/4" x IS" HGU55.50/14 5711 7" x II 1/4" HGU57.25/12 B112 7" x II 1/5" HGU57.25/12 5714 7" x 14" H6U57.25/14 5716 7" x 16" HGU57.25/14 B718 7" x IS" H6U57.25/14 * NOTE: REFER TO GENERAL N07E5 FOR MEMBER PROPERTIES. M�. N0. ISSUE: DATE: I BUILDING 1/23/0S PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS W A� H �a � QO �X �7 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �••• Ao % *.% ..•.� ',! ........ 1 L�•``f` MAY 2 This all Is part of a set of all for this project and shall not be considered valid unless it Is accompanied N the complete set of drawings. GOIIDENTIAL - TRADE SE�.RETS The Information disclosed herein Is proprietary w!th Sterling Engineering $ Design Group LLG, and should NOT be used, duplicated or disclosed withal Its express written permission. The Information herein Is part of a PATENT PENDING process/material LKWORUED USE OR WPYW OF TEAS OR AW 60HI8If5 19 5TlIl LY FORBIDDBI DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: E35 DATE: 02/0a/01 PROJECT NO: e5-001 SHEET TITLE: S1IEAkWALL PLAN SHEET NO: S3-14A r, P'AR'TIAL 5TH FLOOk SHEAKWALL PLAN -BUILDING #3 5GALE: I/8" = I'-0" KEY FLAN NON LOAD SEALING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 4'-1" < 6'-O" 2-2x8 I 6'-1 " < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS, MEMBERS SHALL BE NAILED TOGETHER USING Ill NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADEK SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-I" < 5'-0" 2-2XIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PL1l 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS 5UBJEGT TO EXTERIOR WIND LOAD ARE GONSIDERED LOAD BEARING. WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 5IW50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 525 (3) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE 8408 3 1/2" x 1 1/4" H6U5410 5401 3 1/2" x q 1/4" HSU5412 8411 3 1/2" x II 114" HSU5412 E3412 3 1/2" x II 1/5" HSU5412 E3414 3 1/2" x 14" H6U5414 B416 3 1/2" x 16" HSU5414 B418 3 1/2" x 18" HGU5414 5608 5 114" X 1 114" H6U55.50/10 E3611 5 1/4" x II 1/4" H5U55.50/12 B612 5 1/4" x II 1/8" H5U55.50/12 6614 5 1/4" x 14" HSU55.50/14 E3616 5 1/4" x 16" H6U55.50/14 E3618 5 1/4" x 18" HGU55.50/14 E3111 7" x II 1/4" HGU51.25/12 E3112 7" x II 1/8" HGU57.25/12 E3114 1" x 14" HOU57.25/14 8716 7" x 16" HGU57.25/14 8715 7" x IS" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. 5HEARWALL5 WITH OPENIN65 MAY REQUIRE HARDWARE AT GORNER5 OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR SHEARWALL AND HOLDOWN 5GHEDULE5. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DR6. SHEAkNALL LEGEND SHEARWALL HOLOOWN �0 OR ANCHOR 5HOWN fib+ ON PLAN \� _�7 5HEARWALL \�0 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE 51DE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL 5GHEDULE) (5HOWN AT THE TIME OF GON5T. SET) FLOORS FRAM I NG NOTES 1, TRU55 SPAGING SHALL BE 24" ON GENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE GONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BAGK6ROUNO 5HOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARGHITEGTURAL PLANS AND WALL 5ECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE GONTINUOU5 BEARING MEM5ER5 SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. q. THE TRUS5 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLAGEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFAG7URER'5 DRAWIN65 FOR PLAGEMENT, DIMENSIONS, BRACING AND GONNEGTI ONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE GONFIRMED WITH THE ARGHITEGTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL 5GHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND 5AGK6ROUNDS WITH THE ARGHITEGTURAL DRAWIN65 AND REPORT ANY DISGREPANGIE5 TO THE 57RUGTURAL ENGINEER. FLOORS FkAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALGONY TRU55 GT - GORRIDOR TRU55 GB - GONTINUOU5 BEARING TRU55 FT - FLOOR TRU55 6T - GIRDER TRU55 RT - ROOF TRU55 M57A - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - GLULAM BEAM GONT - CONTINUOUS — _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE - — - - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: BUILDING 1/25/08 PRIGIN6 BLD6 FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering �.7rr Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 NX P,� E OF r �, op 741AL 8 •;... �� �'�`•'��CENSED•��4�i MAY 2 2 2008 Tnis drawing Is part of a set of drawings for this project and shall not be considered valid unless it is accompanied by the complete set of drawings. QMIDERTIAJ. - TRADE 5Ef.FfS The Information disclosed herein is proprletary with Sterling Engineering t Design 6roup LLO, and should N07 be used, duplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDIN6 process/moterial UNAOTH ZED USE OR O41l OF THS OR ANY COMM FBiCTiF IS STMMLY FOMWM DRAWN BY: BJT/HMA DESIGNED BY: CHECKED BY: E0 DATE: 02/09/01 PROJECT NO: 935-001 SHEET TITLE: SHEARWALL PLAN SHEET NO: S3-15 PAKTIAL 5TH FLOOR SHEARWALL FLAN - BUILDING #3 SCALE: 1/8" = 1'-0" KEY FLAN NON LOAD HEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2XIQ I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK O55/PL1rAOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NO 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADER SCHEDULE (#2 5(P OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-111< 8'-0" 2-2x12 1 , 2 8'-1"< 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED AITH A 1/2" THICK 0515/PLYAOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE5I6NATED BEARING AALL5 AND IN AALL5 5UBJEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. WOOD REAM SCHEDULE PLAN MARK BEAM TO USE * SIMP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2):2 x 8 HU28-2 2210 (2):2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5).2 x 6 HU26-5 525 (5) 2 x 8 HU28-5 5210 (5) 2 x 10 HU210-5 5212 (5) 2 x 12 HU212-5 4212 (4) 2 x 12 HHU5210-4 FISL REAM SCHEDULE 8405 3 1/2" x 7 1/4" HGU5410 B401 3 1/2" x a 1/4" HGU5412 5411 5 1/2" x II 1/4" HGU5412 8412 5 1/2" x II 1/3" HGU5412 8414 5 1/2" x 14" HGU5414 5416 5 1/2" x 16" HGU5414 5415 5 1/2" x 15" H6U5414 5608 5 1/4" X 7 1/4" HGU55.50/10 13611 5 1/4" x 11 1/4" HGU55.50/12 8612 5 1/4" x 11 1/5" H61J55.50/12 5614 5 1/4" x 14" H6U55.50/14 E3616 5 1/4" x 16" HGU55.50/14 5615 5 1/4" x IS" HGU55.50/14 8711 7" x 11 1/4" HGU57.25/12 5712 7" x II 7/5" H6U57.25/12 8714 7" x 14" HGU57.25/14 8716 7" x 16" H6U57.25/14 B718 III x 15" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. 5HEARAALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: 5HEARAALL DETAIL SHEET FOR DETAILS 2. REFER TO 5HEET5 50-5 AND 50-5 FOR 5HEARAALL AND HOLDOAN SCHEDULES. 5. MAKE SURE THE OTY. OF SHEAR PANEL AITH TRUSS MANUFAGTUR SHOP ORG. SNEARWALL LEGEND 5HEARAALL HOLOOAN ,�0 OR ANCHOR 5HOAN fib+ ON PLAN 1rJ ���+ 5HEARAALL \`�Np 5HEARAALL TYPE GALLED OUT THIS 51DE (PLAN REFERENCE) L R. 5HEARAALL TYPE OFF0517E DIST 51DE (PLAN REFERENCE) 5HEARAALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-5 FOR SHEAR PANEL SCHEDULE) (5HOAN AT THE TIME OF GON5T. SET) FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERAI5E. 2. EXTERIOR BEARING AALL5 AND / OR 5HEARAALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT AALL5 ABOVE. 5. ARCHITECTURAL BACKGROUND 5HOAN 15 LAYOUT OF FLOOR BELOA. 5HOAN THUS 4. 5HEARAALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOA TO FRAMING LEVEL 5HOAN. 5. HOLDOAN5 AND / OR STRAPS 5HOAN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING AALL5 ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND HALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM AALL5 OR FLOOR TRU55E5 BELOA. 1. THE TRU55 LAYOUT SHORN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRUSS MANUFACTURER'S DRAAIN55 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOAN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAAING5. 11, REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARAALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOAN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAAIN55 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR SIZE RE: PLAN 75L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERAI5E UNA - UNDER WALL ABOVE I NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 S�P� E OF TF i, ��,.$ • A O Ceti t o< <ss�\"oNa � NAL •~ MAY 2 2 2888 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is aecompanled N the complete set of drawings. C*FlvwAL - TRADE 5[GRETS The Information disclosed herein Is proprlet iry with Sterling Engineering S Design 6roup LL6, and should NOT be used, diplicated or disclosed without Its express written permission. The information herein is part of a PATENT PENDING process/material U A1111 RI D WE OR DOPY NS OF MS OR NK GONT"F13SOF 19 6 RIOTLY F0100 @I DRAWN BY: BJT/HMA DESIGNED BY:. JAG CHECKED BY: 55 DATE: 02/0a/01 PROJECT NO: q35-001 SHEET TIME: SHEARWALL PLAN SHEET NO: S3-15A NO, ISSUE: DATE: BUILDING 1/23/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS 0 W n rn I co O O N N N -a 0 i cn 0 z 0 m cn c 0 0 le W U c n O 0 O 1 Uj N'� 0 O a 0 U cn 0 co cn Q I Ln n rn SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REOUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 51EARWALL HOLDOWN b0 OR ANCHOR SHOWN fib+ ON PLAN 0 'tot 5HEARWALL 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE 51DE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GONST. SET) LOAD SEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2xb 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-111< 8'-0" 2-2x12 1 ,2 8'-I" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE GON51DERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < b'-0" 2-2x8 I 6'-I" < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 1 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/1FLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). W I KEY PLAN 15T FLOOR SHEARNALL $ CORR 1 DOR FRAMING FLAN — SU I LD I NG #5 SCALE: 1/8" = 1'-0" WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2).2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 328 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 5408 3 1/2" x 1 1/4" HGU5410 5401 3 1/2" x 9 1/4" H6U5412 E3411 3 1/2" x II 1/4" H6U5412 B412 3 1/2" x II 1/8" HGU5412 B414 3 1/2" x 14" H6U5414 E3416 3 1/2" x 16" HGU5414 B413 3 1/2" x 18" HGU5414 B605 5 1/4" X 1 1/4" HGU55.50/10 B611 5 1/4" x II 1/4" H6U55.50/12 5612 5 1/4" x II 1/8" HGU55.50/12 5614 5 1/4" x 14" H6U55.50/14 6616 5 1/4" x 16" HG1J55.50/14 15618 5 1/4" x 13" H6U55.50/14 Bill 1" x II 1/4" HGU51.25/12 5112 1" x II 1/8" H61)51.25/12 5114 1" x 14" HGU51.25/14 5116 1" x 16" H67U51.25/14 13118 1" x I8" H6U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS --- 4, 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. �. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN55 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWING5 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ST - BALCONY TRU55 CT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRUSS MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE - — - - BRIDGING UWA - UNDER WALL ABOVE /yr it Sterling 0 Engineering tX. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 F T t %%I ... • 9 �C.•' �• dO r�ll`W 411.1 CEN���w This dl m!rg5 ,,tR'70f a S O�C �y7 for WS project and a l w s'dered valid unless t is acwrrpmled N the w�plete sett of drem s. WEVEtnu - TRADE SECEEM The hforratlon d'sciosed here`, b proprletay nth Sterling En II earhg ! DesTT bran, LLB, and 0ould NOT be used, 41''ca'.ed or dsclowd v dhout its express nrltten permiss'rn. The Wonnatlon heroin is part of a PATENT FzN7'N6 processInater'AI @WDMOROD LEE OR OOPYM OF M OR ANY COMM 4MOF 196TRJMY FOR81 M DRAWNBY: BJT/HMA DESIGNED BY: CHECKED BY: m DATE: 02/011/01 PROIECf NO: 935-001 SHEET TITLE: SWEAkWALL FLAN I SHEET NO: S3-16 NO. ISSUE: DATE: I BUILDING 1/23/08 PRIGIN,65 BLDG FRAMING 2 PERMIT 5ET 5/21/08 1 22' 1 'I i 1it ' IT 4-A �JI� 21411 NE111iom r,row, Cwm "c KEY FLAN i 2212 I ® ® I i, I iL I U_ I cS /s +s 0 2-2x10 LEDGER ATTACHED TO WALL W/ S" PIA. THROUGH BOLTS 12" O.G. TOP 8 BOTTOM STAGGERED I � O ' I N I � � 26 d/' IT I24' 0 26' / 3 11 rt I P 1 I I FT (I 24 I O.GI I. 0 N \so 21tFT ®24" O.G. +b0 6411 i'i i +so +so >✓ l i~� ' i 1 3 5 � 1 I3 --. 2ND FLOOR SDI EARNALL 4 CORRIDOR FRAMING PLAN - 5U I LD I NG #5 SCALE: 1/8" = I'-O" NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2xb 1 4'-1 " < 6'-0" 2-2x8 1 6'-1" < 8'-0" 2-2x10 I 8'-I" < 10'-0" 2-2x12 I Ni I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/1FLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS <2-O" 2-2xb 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-1" < b'-0" 2-2x12 1 , 2 6141< 8'-0" 2-2x12 1,2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEM5ER5. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE GON5IDERED LOAD BEARING. V400D SEAM SCHEDULE PLAN MARK BEAM TO USE SIMPSON HANGER 226 (2) 2 x 6 HU26-2 223 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 525 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHUS210-4 PiSL SEAM SCHEDULE B408 3 1/2" x 7 1/4" H6U5410 1541 3 1/2" x q 1/4" H61JS412 5411 3 1/2" x II 1/4" H6U5412 B412 3 1/2" x 11 7/8" H6U5412 B414 3 1/2" x 14" HGUS414 6416 3 1/2" x 16" HOU5414 6418 3 1/2" x IS" HGU5414 B605 5 1/4" X 7 1/4" H61J55.50/10 B611 5 1/4" x II 1/4" H6US5.50/12 B612 5 1/4" x 11 7/8" HGU55.50/12 B614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 5618 5 1/4" x IS" H6U55.50/14 Bill 7" x 11 1/4" HGU57.25/12 5712 7" x II 7/8" HGU57.25/12 6714 7" x 14" HGU57.25/14 5716 7" x 16" H6U57.25/14 5715 7" x 18" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. S�IEARWALL NOTES I. 5HEARWALL5 WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWN '0OR ANCHOR SHOWN ON PLAN 10 0 5HEARWALL \� 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) D157 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (5HOWN AT THE TIME OF GONST. SET) FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLESS NOTED OTHERWISE. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3 ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS -- 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLOOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY 51MF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL 5EGTION5. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM 1,NALL5 OR FLOOR TRUSSES BELOW. 1. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURP05ES AND SHOULD BE GONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BAGK6ROUNO5 WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE 57RUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM ET - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOU5 BEARING TRUSS FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 M5TA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UNA - UNDER WALL ABOVE Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 Ittssj • FNSED.'W MAY 2 2 2098 T>'s droAN is pat of a set of d•ainfra for th's project and shall not be considved vard unless it is occompa�'ed by the aonplete set of d•winas. OO VIDEttf1AL - TRADE Sf ET5 The rtornation dbclosed herein Is proprietay Hit), 5terllny ENV)wrN t Desigi Group LLG, and should NOT be used, d>pllaated or declosed KtW its express w tten permission. The mformctbn hereinn is pat of a PATENT PENDIN.S process/material ROMORIM USE OR CGP`rW OF MS OR Alt( CMEM F@30F IS STRIOTLY FORBtDDBt _1 77 DRAWN BY: SJT/FfMA DESIGNED BY: CHECKED BY: DATE: 02/04/01 PROJECT NO: Q35-001 SHEET TITLE: SHEARWALL PLAN SHEEP NO: S3-17 'z NO. ISSUE: DATE: I BUILDING 1/25/05 PRICING BLDG FRAMING 2 PERMIT SET 5/21/0S 010 _�0 \60 3RD FLOOR SHEARWALL t CORRIDOR FRAMING PLAN - BUILDING #5 LOAD SEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 151ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" K 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 1 , 2 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYW00D 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 1 6'-1" < 8'-0" 2-2x10 I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). KEY FLAN WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * SIMPSON HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 325 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PISL SEAM SCHEDULE B408 3 1/2" x 7 1/4" H6U5410 B4Oq 3 1/2" x q 1/4" H6U5412 5411 3 1/2" x II 1/4" HOU5412 5412 3 1/2" x II 7/8" HOU5412 8414 3 1/2" x 14" 1-16U5414 E3416 3 1/2" x 16" H6U5414 B418 3 1/2" x IS" HGU5414 8608 5 114" X 7 1/4" HGU55.50/10 E3611 5 1/4" x 11 114" H6U55.50/12 B612 5 114" x 11 1/8" 1­16U55.50/12 8614 5 114" x 14" H6U55.50/14 5616 5 114" x 16" HGU55.50/14 8618 5 114" x 15" H6U55.50/14 Bill 7" x 11 1/4" HGU57.25/12 8712 7" x 11 7/8" H6U57.25/12 8714 7" x 14" H6U57.25/14 8716 7" x 16" HGU57.25/14 8718 7" x 18" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. SHEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRUSS MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLOOWN b0 OR ANCHOR SHOWN �b+ ON PLAN \ 0 5HEARWALL \� 5HEARWALL TYPE GALLED OUT THIS 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE 51DE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF G0N5T. SET) FLOOR FRAMING NOTES 1, TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS, AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 5. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, H0LD0WN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 5IMP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: I B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-O" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. q. THE TRUSS LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRUSS 5PAN5 ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 6T - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UNA - UNDER WALL ABOVE j��� Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �f`��,.: ;"'/,, j /, „�"► � "ice ... A. 0 ............ It-0:. 97418. i MAY 2 2 2008 Tnls drawing is part of a set of d•amings for this project and shall not be considered va'id finless it Is accompanied N the co nolete set & d-aWrgs. GOI�IDEWTIAL —TRADE SFI.RE15 The bformatlon disclosed here', is proprietary mVi Sterling Engineering t Design 6,ap LLc, and sFould NOT be used, cuplka'.ed or d'sclosed rldhart its express written permfssion. The Ir•o�mat'on he,eln is part of a PATENT PEN0* process/material w n mzED USE OR 00PYM6 OF THS OR MY CdiiM HMOF 6 9TRIMY FOFWM DRAWN BY: 5JTI4MA DESIGNED BY: JAG CHECKED BY: E35 DATE: 02/0q/01 PROJECT NO: q55-001 SHEET TITLE: SHEARWALL PLAN SHEET NO: S3-18 SCALE: I/8" = I'-0" c O W In 0 00 I 00 0 0 N ' N � • o a� 0 to .64 • U . z 0 J m co 0 0 o L cn • � U c- m 0 0 0 c 0 L O a 0 U a) W W Q I Ln r7 0) 0 .3P WALL W/ 8" DIA. THROUGH BOLTS 12" O.G. TOP $ BOTTOM 5TA66ERED C I \�F I8' V50 4T'H FLOOR SH EARWALL 4 CORRIDOR FRAMING FLAN - 5U I LD I NG #5 SCALE: I/8" = I'-O" KEY FLAN NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 414" < 6'-0" 2-2x8 1 6'-1 " < 8'-0" 2-2x10 I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER 5EAM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK 0513/PLYWOOD SPACER BETWEEN MEMBERS. MEM5ER5 SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 151ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-I" < 5-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1 " < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND AD BEA 60D I SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 525 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 FSL SEAM SCHEDULE 5405 3 1/2" x 1 1/4" H6U5410 5401 3 1/2" x q 1/4" H61J5412 B411 3 1/2" x 11 1/4" HGU5412 5412 3 1/2" x II i/8" HGU5412 E3414 3 1/2" x 14" HGU5414 5416 3 1/2" x 16" HGU5414 5418 3 1/2" x IS" HOU5414 8608 5 1/4" X 1 1/4" HGU55.50/10 5611 5 1/4" x II 1/4" HGU55.50/12 B612 5 1/4" x II 7/8" HGU5550/12 5614 5 1/4" x 14" HGU55.50/14 6616 5 1/4" x 16" HGU55.50/14 B618 5 1/4" x IS" HGU55.50/14 B711 7" x II 1/4" HGU51.25/12 6712 1" x 11 Wait H6U5125/12 B114 7" x 14" HGU51.25/14 8716 III 16" H5U51.25/14 8718 IIIx IS" H&U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. SHEARWALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: SHEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR SHEARWALL AND HOEDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARKALL LEGEND SHEARWALL HOEDOWN +b0 OR ANCHOR SHOWN � �b ON PLAN 1� SHEARWALL SHEARWALL TYPE GALLED OUT THIS SIDE (PLAN REFERENCE) L R SHEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T SHEARWALL LENGTH IN FT. SHEAR PANEL N0. (RE:I/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GONST. SET) FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE, 2. EXTERIOR BEARING WALLS AND / OR SHEARWALLS LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4 SHEARWALLS AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOEDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALLS ARE INDICATED THUS: B -�, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-O" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES, BELOW. q. THE TRU55 LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY D15GREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR SIZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UWA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING 1/23/OS PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS ing Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 - � E of g'�P•' ••F-f• 1 �tO'`F NSEO.: i MAY 12 ZuOB Thls drancltg Is port o< a set or drowlros for this prolvt ad sl%a'I rot be corside,ed va'id Mless k isacco^paled bu the co-plete set of decen". the ilfa^iatim d'sclosed here's is proprietay with SterlVg %alneerFy t Deslgi croup LEG, ad should NOT be used, dpliccted or d'sclosed without Its egress wrRten pemlssbr. The Ir'armatbn hveM is pat of a PATBJT P'NJINS process/material u+�unio�t� u� oR coPM of T►is OR IN'(GONtBi15 f� IS 51R1G7LY FG DDBI DRAWN BY: 5SA4MA DFSIGNID BY: .A6 CHECKED BY: 155 DAB: 02/04/07 PRO]ECf NO: a35-001 slier TTr[.E: SHEARWALL FLAN SIiM N0: S3-19 • j NO. ISSUE: DATE: BUILDING I PRICING /23/08 BLDG FRAMING 2 PERMIT SET 5/21/OS c 0 a� T .a Q N I 00 0 0 N N N 0 -a a� 0 n :s 0 N I cn k4 CD z 0 m c 0 0 a V) 0 0 U C N I O 0 0 I r7 / 0 0 0 a 0 U m n W W Q I Ln / 1ST FLOOR SHEARWALL PLAN - BUILDING #7 SCALE: 1/8" = 1'-0" KEY }CLAN SHEARWALL NOTES I. 5HEARWALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDONN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SNEARWALL LEGEND 5HEARWALL HOLDONN j0 OR ANCHOR 5HONN ON PLAN \'y10 0 5HEARWALL 5HEARWALL TYPE GALLED OUT THIS SIDE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. * SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (5HONN AT THE TIME OF GON5T. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 528 (3) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 5408 3 1/2" x 1 1/4" HGUS410 B409 3 1/2" x Q 1/4" HSU5412 5411 3 1/2" x 11 1/4" H6U5412 8412 3 1/2" x II 1/5" H6U5412 E3414 3 1/2" x 14" HOU5414 5416 3 1/2" x 16" HOU5414 E3418 3 1/2" x 18" H61J5414 B608 5 1/4" X 7 1/4" H6U55.50/10 E3611 5 1/4" x II 1/4" HGU55.50/12 8612 5 1/4" x II 1/8" HGU55.50/12 B614 5 1/4" x 14" HGU55.50/14 8616 5 1/4" x 16" HGU55.50/14 8615 5 1/4" x 18" HGU55.50/14 13111 1" x 11 1/4" H6U51.25/12 B112 7" x II 1/5" HGU51.25/12 B114 7" x 14" H6U51.25/14 5116 1" x 16" H6U51.25/I4 B1I8 1" x 18" HGU51.25/14 LOAD SEARING HEADER SC14EDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1 " < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 1 , 2 8'-I " < 10'-0" 7 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED NITH A 1/2" THICK 0513/PLYWOOD SPACER BETWEEN MEMBER5. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN NALL5 5U5JEGT TO EXTERIOR HIND LOAD ARE CONSIDERED LOAD BEARING. * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2xIO I 8'-1" < 10'-O" 2-2x12 I NOTES: I. MULTIPLE LUMBER BE-AM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK 056/PLYhOOjD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). FLOOR FRAMING NOTES 1• TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERNI5E. 2• EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT NALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND 5HONN 15 LAYOUT OF FLOOR BELON. 5HONN THUS -- 4. SHEARNALLS AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDONN5 AND / OR STRAPS SHONN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING NALL5 ARE INDICATED THUS: FE3 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8• NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM NALL5 OR FLOOR TRUSSES BELOW. 1. THE TRU55 LAYOUT SHOWN ON TH15 DRAWING REPRE5ENT5 DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFACTURER'S DRANING5 FOR PLACEMENT, DIMENSIONS, BRAGING AND CONNECTIONS. 10. GUANTITIE5 SHONN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED KITH THE ARGHITECTURAL DRANIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HONN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRANIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 6T - GIRDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - GONTINUOU5 NON -LOAD BEARING NALL ABOVE IOOPLF UNLESS NOTED OTHERWI5E — — — - BRIDGING UWA - UNDER WALL ABOVE Sterling Engineering l.)C. Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 '** C0piEp�.���,1 ..� • /I�I�J' `/cFNSED• •••• • � L ENGVNr MAY 2 2 2008 This &cmirg is part of a set of drawings for t}'s project and shall not be w—'dered valid un'ess It is accorrpar'ed N the complete set of d arhos. C,OEVIMAL - TRADE SFFFFLRETS The Formation d'sclosed herein b proprle:ay YAh 5terlIrg ErgheeI t Deslor 6roup LLG, and should NOT be used, dp'icated or disclosed m1tW its express written permission. The Worrnatian herein is pat of a PATENT PENDING process/material LWAM M USE OR C4PfM OF THS OR AW COT"f OF IS S1RMY FOFSIDDBr DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: 56 DATE: 02/0a/07 PROJECT NO: '1 NI SIIEET =E: SHEARWALL PLAN SHEET NO: S3-20 NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/OS NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2x10 I 8'-1 " < 10'-0" 2-2x12 I KEY FLAN LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEARSPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-I" < 6'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-1" < 101-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66EREO). 2. HEADERS LOCATED IN DE516NATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-5 525 (5) 2 x 8 HU28-5 5210 (5) 2 x 10 HU210-5 5212 (5) 2 x 12 HU212-5 4212 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE 5408 5 1/2" x 7 1/4" HGU5410 540a 5 1/2" x a 1/4" H6U5412 8411 5 1/2" x II 1/4" H&U5412 B412 5 1/2" x II 1/5" H6U5412 8414 5 1/2" x 14" H6U5414 8416 5 1/2" x 16" H61J5414 B415 5 1/2" x IS" H61J5414 5608 5 1/4" X 7 1/4" H6U55.50/10 6611 5 1/4" x II 1/4" H6U55.50/12 5612 5 1/4" x 11 7/8" H6U55.50/12 8614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" H6U55.50/14 8618 5 1/4" x IS" HGU55.50/14 8711 7" x II 1/4" H6U57.25/12 B112 7" x II 7/8" HGU57.25/12 E3114 7" x 14" HGU57.25/14 B116 7" x 16" H6U57.25/14 8718 7" x IS" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. 2ND FLOOR SHEARNALL t CORRIDOR FRAMING FLAN - SU I LD I NG #7 SCALE: I/8" = I'-0" SHEARWALL NOTES I. 5HEARWALLS WITH OPENIN65 MAY REQUIRE HARDWARE AT CORNERS OF OPENIN65. RE: SHEARWALL DETAIL SHEET FOR DETAIL5 2. REFER TO SHEETS 50-5 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 5. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRUSS MANUFAGTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR 5HOWN �b1- ON PLAN +b0 \ 5HEARWALL \'10 5HEARWALL TYPE GALLED OUT THI5 SIDE (PLAN REFEREN( E) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) DI5T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-5 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF CON5T. SET) FLOOR FRAMING NOTES 1. TRU55 SPACING, SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3 ARCHITEGTURAL BAGKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLOOWN5 AND / OR 5TRAP5 5HOWN SHALL BE MANUFACTURED BY 51MP50N 5TRON6 TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. 1. THE TRU55 LAYOUT 5HOWN ON TH15 DRAWING, REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 15. VERIFY ALL FRAMING DIMEN51ON5 AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS CT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRU55 6T - GIRDER TRU55 RT - ROOF TRUSS MSTA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - GLULAM BEAM CONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING UWA - UNDER WALL ABOVE / ;A Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 dw MAY 2 2 2008 This d cmV g is part of a set of e-aMings for this project and sho", not be considered valid Mless B is acca^ pa ed by the co Tlete set of d emirgs. GO�FID9i11AL - TRADE SFI.REiS The hfo,"oticn disclosed here'n Is proprietrny Ki Sterlhg Er�Meerhg t Deskm Troup LLG, and skould NOT be used, AvIii;ated or disclosed w1bv t its express wItten permission. The Irtormat'on he elm is part of a PATENT PIDC1% process/material MMOR V USE OR C4PC6 OF THS OR MY COMMMM719 STRICTLY FORBi M DRAWN BY: / BJT" / DESIGNED BY: .�7 CHECKED BY: BB DATE: 02/Oa/01 PROJECT NO: q55-OOI SHEET nnE: SHEARWALL PiLAN SHEET 140: S3-21 c / �,./,%iii;%/n7 c 0 cn a _n Ln I 00 0 0 N N D -o a� 0 N N I cn 0 z a J m 0 0 U cn Y N 0 c N n 0 0 0 1 r� c 0 a L 0 a 0 U 0 Q I Ln fq rn 3RD FLOOR SHEARWALL I$ CORRIDOR FRAMING PLAN — BUILDING #7 SCALE: I/8" = 1'-0" KEY PLAN NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2xI0 I 8741 < 10'-0" 2-2xl2 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYNOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I6d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-I" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 0 4. < 8'-0" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2x12 1 , 2 NOTES: I. MJLTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYNOOD SPACER BETWEEN MEMBERS. MEM5ER5 SHALL BE NAILED TOGETHER U51NS 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN NALL5 SUBJECT TO EXTERIOR WIND LOAD ARE GON5IDERED LOAD BEARING. WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * SIMF50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (3) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" H6U5410 E3401 3 1/2" x q 1/4" H5U5412 E3411 3 1/2" x II 1/4" H51J5412 B412 3 1/2" x II 7/8" HGU5412 8414 3 1/2" x 14" H61J5414 13416 3 1/2" x 16" H51J5414 5418 3 1/2" x 18" HGU5414 15608 5 1/4" X 7 1/4" H51J55.50/10 B611 5 1/4" x II 1/4" H31J55.50/12 E612 5 1/4" x II 7/8" HGU55.50/12 8614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 5618 5 1/4" x 18" HGU55.50/14 B71I 7" x II 1/4" H5U57.25/12 E3112 7" x 11 VS" HGU57.25/12 E3114 7" x 14" H6U57.25/14 5116 7" x 16" H5U57.25/14 B718 7" x IS" H61J57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. 5HEARNALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARNALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARNALL AND HOLDONN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL KITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 5HEARNALL HOLDONN b0 OR ANCHOR SHOWN ON PLAN 1 \'y 00 u��b+5HEARNALL \� 5HEARNALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARNALL TYPE OFF051TE SIDE (PLAN REFERENCE) DIST 5HEARNALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GONST. SET) FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING NALL5 AND / OR 5HEARNALL5 LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBER5 ABOVE PLATE LINE TO SUPPORT HALLS ABOVE. 5. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS ------ 4. 5HEARNALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDONNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING NALL5 ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND NALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-O" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM NALL5 OR FLOOR TRUSSES BELOW. q. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRANING5 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED KITH THE ARCHITECTURAL DRANIN65. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARNALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRANIN655 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 6T - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 5LB - GLULAM BEAM GONT - CONTINUOUS - — - - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERN15E - — - - BRIDGING UNA - UNDER WALL ABOVE NO. ISSUE: DATE: BUILDING 1/25/05 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 W W V =" O �o �H aw � H �a � �O E-+ Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .." 8 MAY 2 [ zuud Thfs 6-vw g is pat of a set of exam" for thb project crd shall not be co sidered vard unless I Is oa__ ^ Ied N the ca^plete set of d omvT. The hforrat& cr%lo%d her& B proprietn pith 5ter1h9 Engheerhy i Deslgn Eroup LLG, and Omld NOT be used, dipkated or d'rclosed mbovt its epress wtten permissbn. The hformatlon hereln Ls part of a PATENT PDO N6 process/material R1/DTHORM ME OR OOFrM OF TM OR MY OOWDM RMF t5 5TRMY FCF50 B1 DRAWNBY: DESIGNED BY: JAS CHECKED BY: BB DATE: 02/0Q/01 PROJECT NO: 535-001 SBEET ME: SHEARWALL FLAN SHEET NO: S3-22 N� KEY FLAN NON LOAD SEA9ING HEADERS SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARK5 < 4'-0" 2-2x6 1 4'-I" < 6'-0" 2-2x8 I 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER 5EAM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADERS SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1 " < 6'-0" 2-2x12 1 , 2 b'-I " < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMPSON HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU25-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 325 (5) 2 x S HU28-3 5210 (5) 2 x 10 HU210-3 3212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 FSL SEAM SCHEDULE B408 3 1/2" x l 1/4" HGU5410 B401 3 1/2" x q 1/4" H6U5412 B411 3 1/2" x II 1/4" HGU5412 5412 3 1/2" x II 1/5" H6U5412 5414 3 1/2" x 14" HGU5414 5416 3 1/2" x 16" HGU5414 5418 3 1/2" x 18" H6U5414 5608 5 1/4" X 1 1/4" H6U55.50/10 8611 5 1/4" x II 1/4" HGU55.50/12 E3612 5 1/4" x 11 1/5" H6U55.50/12 E3614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x I6" HGU55.50/14 8618 5 1/4" x IS" H61J55.50/14 Bill III x II 1/4" H6U57.25/12 5112 T x 11 1/5" H6U51.25/12 E3114 7" x 14" HGU51.25/14 E3116 III x 16" HGU51.25/14 B118 III x IS" HGU51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. 4TH FLO0k SNEAkWALL t COOID0R FRAMING PLAN -BUILDING #7 SCALE: 1/5" = 1'-0" SHEA9NALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNER5 OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP PRO. SHEARWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR SHOWN mob+ ON PLAN 0 5HEARWALL \� 5HEARWALL TYPE GALLED OUT THIS 510E (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE 51DE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL S( HEDULE) (5HOWN AT THE TIME OF CON5T. SET) FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE GONTIN'JOU5 BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MF50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: ffi 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. q. THE TRUSS LAYOUT 5HOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRUSS 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'5 DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE GONFIRYED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMEN51ON5 AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE 5TRUGTURAL ENGINEER. FLOOK FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WAS L ABOVE IOOPLF UNLE55 NOTED TH� ERWI5E - — - - BRIDGING UWA - UNDER WALL ABOVE NO. ISSUE: DATE: I I ` I BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 '(...T.:.••.. Q •. CEN ��•G �'• MAY 2 2 2C08 This d-awha b Pot of a set of &CHI" for this Project ad 5Fcll rot tv conside,ed valid Mless it 5 acao-Purled N the co -Clete set of drotihM The hforirdfon d'sclosed here'n b proprletay with SterlN $iaheerhg t Desl n 6rap LLO, ad should NOT be used, dv11K41ed or d'sclosed w'tW. its express written perr�'esion. The Womd1cn here'n is part of a PATENT F-ION6 process/ -ate 41 IlrP M40RM LISE OR COPYM OF M OR ANY GOHT"I OF IS STRICTLY FORBIDDBi DRAW BY: BJT" DESIGNED BY: JAG CHECKED BY: m DATE: 02/0q/01 PROJECT NO: Q35-001 SHEEP TME: SHEAKWALL FLAN SKEET NO: S3-23 4 0 • 4 • j` NO. ISSUE: DATE: BUILDING 1/23/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS 0 a� 'D Q Ln I 03 O O N N N D -o °, 0 m N I r� cn 0 z 0 —j D m i cn c D 0 a U P V) N a� v c N n O 0 O 1 Lf) ro rn c 0 D 0 a 0 U cn a� W cn Q I Ln / I KEY FLAN +b0 n1ST FLOOR SHF.AkWALL PLAN —BUILDING #6 SCALE: I/8" = 1'-0" 1 \60 \6'O \F'O SHEA04ALL NOTES I. 5H^ARWALL5 WITH OPENINGS MAY REQUIRE AR HDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 59EARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRUSS MANUFAGTUR 5HOP DR6. SHEAKNALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR 5HOWN ON PLAN b0 u��b+ 5HEARWALL \� 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR 5HEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GON5T. SET) V400D SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x b HU26-3 328 (3) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PISL SEAM SCHEDULE 5408 3 1/2" x 7 1/4" H6U5410 5401 3 1/2" x q 1/4" H6U5412 E3411 3 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 7/8" H6U5412 E3414 3 1/2" x 14" H6US414 E3416 3 1/2" x I6" HGU5414 6418 3 1/2" x IS" HGU5414 B608 5 1/4" X 1 1/4" HGU55.50/10 8611 5 1/4" x II 1/4" HGU55.50/12 E3612 5 1/4" x II 7/S" H6U55.50/12 E3614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x I6" HGUS5.50/14 B618 5 1/4" x IS" HGU55.50/14 B711 7" x II 1/4" H6U57.25/12 E3112 7" x II 1/5" HGU51.25/12 6114 7" x 14" H6U57.25/14 B116 7" x 16" HGU57.25/14 E3115 7" x 15" H6U57.25/14 LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2xIO 1 , 2 5'-I" < b'-0" 2-2x12 1 , 2 6'-1 " < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0513/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CON51DERED LOAD BEARING. * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1 " < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: 1. MULTIPLE LUMBER BEAMS 5HALL 5E G0N5TRUGTED WITH A 1/2" THICK 055/PLYWOOD tPAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALL5 AND / OR SHEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARGHITEGTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS -- 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THU5: FB 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. q. THE TRU55 LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10 GUANTITIE5 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWIN65. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRUSS GT - GIRDER TRUSS RT - ROOF TRUSS M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - 5RI06IN6 UNA - UNDER WALL ABOVE TOP AND BOTTOM (STAGGERED). Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 E 0Fl%1� i S '.••t�'il, ,19SONNSE G\� This drawN o� t 160ings for this project aid shall not be considered valid u:less it Is accompanied by the wTiete set of d-awhgs. The Information disclosed herein Is proprietay with 5terung 6gheerhg t Desigi Group LLG, and should NOT be used, dipl'icated or disclosed MOM its express written permiss'on. The hformc`.ion herein is part of a PATENT FEIIDIN6 process/material WALL ORIM LEE OR C41YM OF THS OR ANY c4N'it3tP3 FBSOF 15 61R MY FGfMOM DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: $5 DATE: 02/Oa/07 PROJECT N0: 435-001 SHEET TITLE: SHEAkWALL PLAN SHEET NO: S3-24 =71 c 0 a Ln I co 0 0 N N 0 -o 0 n Ln N I V) 0 z 0 J m c 0 0 0 U L all L U c N d v-- 0 O 0 1 UJ r7 rn 0 0 0 Q 0 U n 0 U) Q I Ln r7 / KEY FLAN 2ND FLOOR SHEAf�NALL $ C09R I DOR FRAMING FLAN - BUILDING #6 SCALE: I/8" = 1'-0" NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-1 " < 8'-0" 2-2x10 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0515/PLYN00D SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD HEADING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYW00D SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN NALLS SUBJECT TO EXTERIOR WIND LOAD ARE C0N51PERED LOAD BEARING. PgOOD BEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 P'SL BEAM SCHEDULE 8405 3 1/2" x 7 1/4" H6U5410 B401 3 1/2" x q 1/4" HGU5412 B411 3 1/2" x II 1/4" HOU5412 B412 3 1/2" x II 7/8" HGU5412 6414 3 1/2" x 14" HGU5414 5416 3 1/2" x 16" HGU5414 5415 3 1/2" x IS" HGU5414 5608 5 1/4" X 7 1/4" HGU55.50/10 5611 5 1/4" x II 1/4" HGU55.50/12 B612 5 1/4" x II 7/8" H6U55.50/12 8614 5 1/4" x 14" HGU55.50/14 6616 5 1/4" x 16" H6U55.50/14 5618 5 1/4" x IS" H6U55.50/14 8711 7" x II 1/4" HGU51.25/12 E3112 7" x II 7/8" H6U57.25/12 E3114 7" x 14" HGU57.25/14 6716 7" x 16" HGU57.25/14 6715 7" x IS" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SNEARWALL NOTES I. 5HEARNALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT C0RNER5 OF OPENINGS. RE: 5HEARNALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARNALL AND HOLDONN SCHEDULES. 3. MAKE SURE THE GTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SNEARWALL LEGEND SHEARKALL HOLDOWN �0 OR ANCHOR 5H0KN ON PLAN 10 .0 0to— 5HEARNALL \� 5HEARNALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARNALL TYPE 0FF051TE SIDE (PLAN REFERENCE) DIST 5HEARNALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (5H0NN AT THE TIME OF CONST. SET) FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING KALL5 AND / OR 5HEARNALL5 LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3, ARCHITECTURAL BACKGROUND 5H0KN 15 LAYOUT OF FLOOR BELOW. 5H0KN THUS 4. 5HEARNALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOK TO FRAMING LEVEL 5H0NN. 5. H0LD0WN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7, VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND NALL SECTIONS. 8. NON LOAD -SEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM KALL5 OR FLOOR TRUSSES BELOW. q. THE TRU55 LAYOUT 5H0NN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. G2UANTITIE5 SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARNALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMEN51ON5 AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 CT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - — _ - NON -LOAD BEARING NALL ABOVE IOOPLF UNLE55 NOTED 0TH17RNI5E — — — - BRIDGING UNA - UNDER NALL ABOVE ------------ NO. ISSUE: DATE: I BUILDING PRIGING 1/23/08 BLDG FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ��'Pp ••. �ICENs��•���' i `; ON10- MAY 2 2 2008 This drawing Is part of a set of dromIngs for this project and shall not be considered valid unless it Is accompanied N the complete set of drawings. COPE MMAL -TRADE SECRETS The Information disclosed herein is proprietary with Sterling Engineering t Design Croup LLG, and should NOT be used, cluplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDING process/material WOrh w D 0.5E OR GOPYM6 Of Tins OR MY cola M f3f 15 STR OV f0R31DM DRAWNBY: DESIGNED BY: JAG CHECKED BY: E35 DATE: 02/0glol PROJECT NO: q35-001 SHEET ME: SNEARWALL PLAN I SHEET NO: S3-25 A c 0 a) r7 Ln r I 00 0 0 CV IZ CV 0 a� 0 3 CV I r� V) i 0 z 0 J m C0 01 c 0 0 0 C) L Y a) a) L U c m 0 0 0 1 Ln lq Cn 0 0 0 0- 0 U W n U) W Q I Ln 00 c� Y..,r.—..o�ri� o rwr� �wr+r-�� o—ni.. —`� csi6 \+b 3 5 3 � 15 +6 �I o 1 --_ -F- v3RD FLOOR SDI EARWALL t CORRIDOR FRAMING FLAN - BUILDING #6 ALE: — --- KEY FLAN NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6-0" 2-2x8 1 6'-1" < 8'-0" 2-2xI0 I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1, 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 166 NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR SHEARWALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH 7RU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND 5HEARWALL HOLDOWN �0 OR ANCHOR SHOWN �b+ ON PLAN 0� 0 � SHEARWALL SHEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) 515T SHEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF CONST. SET) WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 225 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 325 (3) 2 x 8 HU28-3 5210 (5).2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL BEAM SCHEDULE 5408 3 1/2" x 1 1/4" H6U5410 8404 3 1/2" x a 1/4" HGU5412 5411 3 1/2" x II 1/4" H6US412 5412 3 1/2" x 11 7/5" HGU5412 5414 3 1/2" x 14" HOU5414 8416 3 1/2" x 16" H6U5414 5418 3 1/2" x 18" H6U5414 5605 5 1/4" X 1 1/4" H6U55.50/10 8611 5 1/4" x II 1/4" HGU55.50/12 8612 5 1/4" x II 7/8" HGU55.50/12 8614 5 1/4" x 14" H61J55.50/14 B616 5 1/4" x 16" H5U55.50/14 5615 5 1/4" x 18" H6U55.50/14 Bill 1" x II 1/4" HGU51.25/12 51I2 1" x 11 7/8" HGU51.25/12 5114 1" x 14" H6U51.25/14 61I6 1" x 16" H6U51.25/14 5118 1" x 18" H6U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 5. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALL5 A5 NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51MP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-O" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. q. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWING5. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMEN51ON5 AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN55 AND REPORT ANY D15GREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRU55 GT - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR SIZE RE: PLAN PSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM CONT - CONTINUOUS _ - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE — — — - BRIDGING U{NA - UNDER WALL ABOVE NO. ISSUE: DATE: I BUILDING PRIGING 1/23/08 BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1� Esn.�FNSEO.,•aiy�� MAY 2 2 21008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of dra0gs. QI2WAL - MM SFGRET5 The information disclosed herein b proprietary pith Sterling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed without its egress Written permission. The Information herein Is part of a PATENT PENDIN6 process/material WA AWED USE OR OOPM Of 7W5 OR ANY Comm FEREOF 15 5fttY 1901115IDDBV DRAWN BY: $JT/HMA DESIGNED BY: JA15 CHECKED BY: $B DATE: 02/09/01 PROJECT NO: q55-001 SHEET ME: SHEARWALL FLAN SHEET NO: S3-26 NO. ISSUE: DATE: BUILDING 1/25/08 FRIGING c 0 a a N to I 00 0 0 N N 0 -o a) 0 N I 0 z a J D m W 0 0 0 U L V) N a� L U N (L O 0 0 1 un rn 0 0 0 a 0 U n a I in -64 / KEY FLAN I i is v F v 'CC I� 1515s/' I� 4TH FLOOR SHEARWALL 4 GORRI DOR FRAMING FLAN - BUILDING #6 50ALE: 1/8" = 1'-0" \60 NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR 5PAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x8 I 6'-I" < 8'-0" 2-2XIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE if ON5TRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS ® 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 1 , 2 a'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND AD BEARIN K60D BEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x S HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 P. BEAM SCHEDULE 8403 3 1/2" x 7 1/4" HGU5410 B401 3 1/2" x 1 1/4" HOU5412 B411 3 1/2" x II 1/4" HGU5412 5412 3 1/2" x II 7/8" H6U5412 B414 3 1/2" x 14" H6U5414 B416 3 1/2" x 16" HOU5414 5418 3 1/2" x IS" H6U5414 B608 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x II 1/4" HGU55.50/12 B612 5 1/4" x II 1/8" HGU55.50/12 5614 5 1/4" x 14" HGU55.50/14 B616 5 1/4" x 16" H6U55.50/14 8618 5 1/4" x IB" H6U55.50/14 B711 7" x II 1/4" HGU57.25/12 8712 7" x II 7/S" HGU57.25/12 5714 7" x 14" HGU57.25/14 8716 III 16" HGU57.25/14 5718 III 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. SHEARWALL NOTES I. SHEARWALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: SHEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR SHEARWALL AND HOEDOWN SCHEDULES. 3. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARl^IALL LEGEND SHEARWALL HOEDOWN 0 OR ANCHOR SHOWN ON PLAN pGj\to+ � SHEARWALL SHEARWALL TYPE GALLED OUT THIS SIDE (PLAN REFERENCE) L R SHEARWALL TYPE OPPOSITE SIDE (PLAN REFERENCE) D15T SHEARWALL LENGTH IN FT. SHEAR PANEL N0. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GONST. SET) FLOOR FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, EXTERIOR BEARING YVALLS AND / OR SHEARWALLS LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALLS ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN IS LAYOUT OF FLOOR BELOW. SHOWN THUS --- 4. SHEARWALLS AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOEDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 5IMP50N STRONG TIE OR APPROVED EQUAL. 6, BEARING WALLS ARE INDICATED THUS: B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-O" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALLS OR FLOOR TRUSSES BELOW. q. THE TRUSS LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWINGS. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, SHEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISGREPANGIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRUSS GT - GIRDER TRUSS RT - ROOF TRU55 MSTA - STRAP, FOR SIZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS _ _ = - NON -LOAD BEARING WALL ABOVE IOOPLF UNLESS NOTED OTHERWISE — — — - BRIDGING UWA - UNDER WALL ABOVE Cn BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering �L Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 Lei/'/%% ;..s*�,�'�r►"��►'�/////�i'�%'%i f IO�FS !LENS �NG�i MAY 1 Z 2CG8 This drawing Is part of a set of drarvin9s for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. QQWVWu - TRADE secRErs The Information disclosed herein Is proprietary with Sterling Engineering b Design broup LEG, and should NOT be used, cbpllcated or disclosed without Its egress written permission. The Information herein Is part of a PATENT PENDING process/material WAUI}iOWZED USE OR COPYING OF T}85 OR MK GONI81T5 FBXOF 45 57RIG1LY FORBIDD@I DRAWNBY: BJT/HMA DESIGNED BY: JAC7 cllEcxED BY: � DATE: 02/0Q/0l PROJECT N0: q35-001 SHEET TITLE: S14EARWALL FLAN SHEET N0: S3-27 X c 0 a� Ln in I 00 0 0 N N N 0 -o 0 0 n m 00 N I I- Ln t4 0 z n J_ D m / cn rn .3 0 a 0 a� N i U c 11 O 0 0 I U r7 rn / c 0 0 0 a 0 U W Q I rn U 1ST FLOOR SHEARWALL FLAN - SU I LD I NG #4 SCALE:/8" = I'-0" KEY FLAN O SHEARWALL NOTES I. 5HEARWALLS WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SCHEDULES. 5. MAKE SURE THE QTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRS. SHEARWALL LEGEND 5HEARWALL HOLDOWN 16� OR ANCHOR SHOWN ON PLAN �0� 5HEARWALL 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE 51DE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. * SHEAR PANEL NO. (RE:1/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF GONST. SET) LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-O" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-I" < 5-0" 2-2XI0 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-I" < 6'-0" 2-2x8 1 6'-1" < 8'-0" 2-2x10 I 8'-1" < 10'-O" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0551PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). FLOOR FRAMING NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBER5 ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS 4. 5HEARWALLS A5 NOTED ON PLAN SHALL BE GON5TRUrTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWNS AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY 51XFSON STRONG TIE OR APPROVED EQUAL. 6. BEARING WALL5 ARE INDICATED THUS: B 1. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8. NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. "I. THE TRUSS LAYOUT SHOWN ON TH15 DRAWING REPRE5ENT5 DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED 7RU55 MANUFACTURER'S DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWING5. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWING5 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRUSS GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 GT - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN FSL - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UWA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MF50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PISL SEAM SCHEDULE 8408 3 1/2" x 1 1/4" HGUS410 5409 3 1/2" x q 1/4" H6U5412 B411 3 1/2" x 11 1/4" H6U5412 B412 5 1/2" x 11 1/8" HGU5412 B414 5 1/2" x 14" H6U5414 B416 5 1/2" x 16" HGU5414 8418 3 1/2" x IS" H6U5414 B608 5 1/4" X 1 1/4" HGU55.50/10 5611 5 1/4" x 11 1/4" HGU55.50/12 8612 5 1/4" x II 1/8" H6U55.50/12 5614 5 1/4" x 14" H6U55.50/14 15616 5 1/4" x 16" H6U55.50/14 6618 5 1/4" x IS" H6U55.50/14 B-711 1" x 11 1/4" HGU51.25/12 5112 1" x 11 1/8" H6U57.25/12 B114 1" x 14" HGU51.25/14 5716 1" x 16" H6U51.25/14 6115 1" x IS" H6U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/08 E-� Y [� Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �NAL ENGN � r MAY 2 2 2008 This drawing is part of a set of drawings for this project and shall not be considered valid unless B Is accompanied N the complete set of chawhgs. GOrEBJEH & — TRADE SF�.RE1 The information disclosed herein Is proprletaq with Sterling Engineerng 6 Design Group LLG, and should NOT be used, duplicated or disclosed without Its express written permission. The information herein h part of a PATENT PENDING process/materlol UNIDiHORM USE OR COP'YNS OF IRS OR ANY CONtHI1S HOW IS STRICTLY 1 IDD®I DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: BB DATE: 02/04/01 PROJECT NO: Q35-001 SHEET TPPLE: SHEARWALL PLAN SHEET NO: S3-28 , t.- 22- l U 0 V) Q- rn N I 0 0 N N N U a) 0 N I / CD z 0 m m U 0 0 a� N U C n v- 0 0 1 Uj n / c 0 U 0 0- 0 U U) U) Q I Ln rn CD 2ND FLOOk SNEARWALL t CORkID0k FkAMING PLAN -BUILDING #4 SCALE: I/8" = 1'-0" KEY PLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: SNEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN SGHEDULE5. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SNEARWALL LEGEND 5HEARWALL HOLDOWN 0 � OR ANCHOR SHOWN ON PLAN 0 +b 5HEARWALL 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R SHEARWALL TYPE OFF051TE SIDE (PLAN REFERENGE) D15T 5HEARWALL LENGTH IN FT. * SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL 5GHEDULE) (SHOWN AT THE TIME OF GON5T. SET) NON LOAD BEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARK5 < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 8'-L 2-2xIO 1 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5-0" 2-2x10 1 , 2 < 6'-0" 2-2x12 1 , 2 < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS © 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALLS 5U5JEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. FLOOR FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLESS NOTED OTHERWISE. 2. EXTERIOR BEARING WALLS AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRUSS FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3, ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. SHOWN THUS - 4. 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5, HOLDOWN5 AND / OR STRAPS SHOWN SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRUSSES BELOW. 1. THE TRU55 LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPAN5 ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. OUANTITIE5 SHOWN ARE FOR INFORMATIONAL PURP05E5 AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWING5. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, LOOSE LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARCHITECTURAL DRAWIN55 AND REPORT ANY DI5GREPANGIE5 TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRUSS GT - GIRDER TRU55 RT - ROOF TRU55 MSTA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER 6LB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWI5E — — — - BRIDGING UNA - UNDER WALL ABOVE NOOD BEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x b HU26-3 325 (3) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL BEAM SCHEDULE 5408 3 1/2" x 7 1/4" HGUS410 840� 3 1/2" x a 1/4" H6U5412 E3411 3 1/2" x 11 1/4" HGU5412 8412 3 1/2" x II 7/5" HGU5412 8414 3 1/2" x 14" HGU5414 E3416 3 1/2" x 16" HGUS414 6418 3 1/2" x 18" HOU5414 5608 5 1/4" X 7 1/4" H6U55.50/10 B&II 5 1/4" x 11 1/4" HGU55.50/12 5612 5 1/4" x 11 7/8" H6U55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 5615 5 1/4" x 18" H6655.50/14 8711 7" x 11 1/4" HOU57.25/12 8712 7" x 11 1/8" HGU57.25/12 E3114 7" x 14" HGU57.25/14 E3116 7" x 16" H6U57.25/14 8718 7" x IS" H6U57.25/14 * NOTE: REFER TO GENERAL NOTE5 FOR MEMBER PROPERTIES. I NO. ISSUE: DATE: 1 BUILDING 1/25/08 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS 17T � >........'' i f I Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 • �Pi E OF r%1�1 9741 �••••i MAY 2 2 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is. accompanied by the complete set of drawings. 00WIDMAL - TRADE 5ECRE15 The information disclosed herein Is proprietary with Sterling Engineering 6 Design 6roup LLO, and should NOT be used, duplicated or disclosed without Its express written permission. The Information hereln is part of a PATENT PENDING process/material UWJIIH ZED USE OR OOFYINB OF THS OR W OONIEt{T'S H3W IS STRIOTLY FORM DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q55-001 SHEET TITLE: SNEARWALL PLAN SHEET NO: S3-29 c- 0 a� Q N r� I 00 0 0 N N N 0 -o a� 0 cl- I rj U) CD z 0 J 7) m U) cm 0 0 0 0 f) / Y N N U C N a 0 0 0 ILL n rn / c 0 0 0 o_ 0 U U) Q I in rn CD 3RD FLOOR SH EARWALL $ CORRIDOR FRAMING PLAN - SU I LD I NG #4 5GALE: 1/5" = 1'-0" SHEAkWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT GORNER5 OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARWALL AND HOLDOWN 5GHEOULE5. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFACTUR SHOP DR6. SHEARWALL LEGEND 5HEARWALL HOLDOWN b0 OR ANCHOR SHOWN �b+ ON PLAN \'L b+� 5HEARWALL 5HEARWALL TYPE GALLED OUT THI5 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. * SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:I/50-3 FOR SHEAR PANEL 5CHEOULE) (SHOWN AT THE TIME OF GON5T. SET) NON LOAD SEARING HEADERS SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-I" < 6'-0" 2-2x8 1 6 -1" < 8'-0" 2-2xIO I 8'-I"< 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). LOAD SEARING HEADEK SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2XIQ 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 614" < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBER5 SHALL BE NAILED TOGETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. FLOOR FRAMING NOTES I, TRU55 5PAGIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWI5E. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARWALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE GONTINUOU5 BEARING MEMBERS ABOVE PLATE LINE TO SUPPORT WALL5 ABOVE. 3 ARGHITEGTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. 5HOWN THUS 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE GON5TRUGTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR 5TRAP5 5HOWN SHALL BE MANUFACTURED BY SIMP50N STRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: B 7 VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARGHITEGTURAL PLANS AND WALL 5EGTION5. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE CONTINUOUS BEARING MEMBER5 SUPPORT FROM WALLS OR FLOOR TRU55E5 BELOW. 9. THE TRUSS LAYOUT SHOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFAGTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRAGIN6 AND GONNEGTI ON5. 10. OUANTITIE5 5HOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARGHITEGTURAL DRAWING5. II. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT SHOWN ON PLAN. 15. VERIFY ALL FRAMING DIMENSIONS AND BACKGROUNDS WITH THE ARGHITEGTURAL DRAWIN65 AND REPORT ANY 015GREPANGIES TO THE 5TRUGTURAL ENGINEER. FLOO9 FKAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) -.2 x 12 DROP BEAM BT - BALGONY TRU55 GT - CORRIDOR TRUSS GB - CONTINUOUS BEARING TRU55 FT - FLOOR TRU55 6T - 61RDER TRU55 FT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - 6LULAM BEAM GONT - CONTINUOUS NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UNA - UNDER WALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 325 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE E3408 3 1/2" x 7 1/4" H6U5410 1340el 3 1/2" x a 1/4" HGU5412 E3411 3 1/2" x II 1/4" HSU5412 E3412 3 1/2" x II 7/8" HGU5412 B414 3 1/2" x 14" HGU5414 E3416 3 1/2" x 16" HGU5414 B415 3 1/2" x IS" H6U5414 B608 5 1/4" X 7 1/4" H6U55.50/10 B611 5 1/4" x II 1/4" H6US5.50/I2 B612 5 1/4" x II 7/5" H5U55.50/12 B614 5 1/4" x 14" HGU55.50/14 B616 5 1/4" x 16" H5U55.50/14 B61S 5 1/4" x IS" H6U55.50/14 B711 7" x II 1/4" HGU57.25/12 E3112 7" x II 1/8" HGU57.25/12 E3114 7" x 14" H5U57.25/14 B716 7" x 16, HSU57.25/14 5715 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. M� " % NO. ISSUE: DATE: BUILDING PRICING 1/25/05 8LD5 FRAMING 2 PERMIT SET 5/21/OS �114 W W cn a o p � cnH �a w p �o W E� Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 E OF cft- it, ....... MAY 2 2 2008 This drawing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied N the complete set of drawings. C40WIDWAL — TRADE 5EC.RETr The information disclosed herein Is proprletary nith Sterling Englneerhg t Design Group LLc, and should NOT be used, duplicated or disclosed without its express mitten permission. The Information hereln Is part of a PATENT PENDING process/material tJfu MMZED USE OR COPYINb OF M OR ANY OON1M fBW 15 STFJMY FOf38 OM DRAWN BY: BJT/HMAL DESIGNED BY: .1#6 CHECKED BY: E35 DATE: 02/04/0-1 PROJECT NO: 935-001 SHEET TITLE: SHEARIWALL PLAN SHEET NO: S3-30 c O Q) C- Q CIO 0 0 N N N T 0 -o a� 0 IZ I r• M v� CD z 0 J m 0 0 0 U L V) 11-1 a� N 0 C N d v-- 0 0 0 1 Un rn c 0 0 0 a 0 0 m a V) m Q I Ln rn tq 0 4TH FLOOR SDI EARNALL t CORRIDOR FRAMING FLAN - BUILDING #4 SCALE: 1/8" = 1'-0" 0 KEY FLAN SHEARWALL NOTES I. 5HEARWALL5 WITH OPENINGS MAY REQUIRE HARDWARE AT CORNERS OF OPENINGS. RE: 5HEARWALL DETAIL SHEET FOR DETAILS 2. REFER TO SHEETS 50-3 AND 50-5 FOR 5HEARAALL AND HOLDOWN SCHEDULES. 3. MAKE SURE THE OTY. OF SHEAR PANEL WITH TRU55 MANUFAGTUR SHOP DRG. SHEARWALL LEGEND SHEARAALL HOLDOWN ,�0 OR ANCHOR 5HOWN �+ ON PLAN 4��\ 0 blot 5HEARWALL 5HEARWALL TYPE GALLED OUT TH15 51DE (PLAN REFERENCE) L R 5HEARWALL TYPE OFF051TE SIDE (PLAN REFERENCE) DIST 5HEARWALL LENGTH IN FT. SHEAR PANEL NO. (RE:7/50-5 FOR SHEAR PANEL DETAIL) (RE:1/50-3 FOR SHEAR PANEL SCHEDULE) (SHOWN AT THE TIME OF CONST. SET) NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I < 8'-0" 2-2XIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 Ibd NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS 2-2x6 1 , 2 2-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I " < 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 '2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GON5TRUGTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING Ibd NAILS ® 12" O.G. TOP AND BOTTOM (5TA66EREID). 2. HEADERS LOCATED IN DE516NATED BEARING WALLS AND IN WALL5 51JBJEGT TO EXTERIOR WIND LOAD ARE GON51DERED LOAD BEARING. FLOOR FRAMING NOTES 1. TRUSS 5PACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. EXTERIOR BEARING WALL5 AND / OR 5HEARAALL5 LOCATED PARALLEL TO FLOOR TRU55 FRAMING SHALL HAVE CONTINUOUS BEARING MEMBERS ABOVE PLATE LINE TO 5UPPORT AALL5 ABOVE. 3. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5HOAN THUS -_-..... 4 5HEARWALL5 AS NOTED ON PLAN SHALL BE CONSTRUCTED FROM FRAMING LEVEL BELOW TO FRAMING LEVEL SHOWN. 5. HOLDOWN5 AND / OR STRAPS 5HOWN SHALL BE MANUFACTURED BY 51MP50N 5TRONG TIE OR APPROVED EQUAL. 6. BEARING WALLS ARE INDICATED THUS: I— -, B 7. VERIFY ALL FLOOR TOP OF PLATE ELEVATIONS WITH ARCHITECTURAL PLANS AND WALL SECTIONS. 8, NON LOAD -BEARING PARTITIONS 10'-0" OR LONGER IN LENGTH SHALL HAVE GONTINUOJ5 BEARING MEMBERS SUPPORT FROM WALL5 OR FLOOR TRU55E5 BELOW. 4. THE TRU55 LAYOUT 5HOWN ON TH15 DRAWING REPRE5ENT5 DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. 10. QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES AND SHOULD BE CONFIRMED WITH THE ARCHITECTURAL DRAWING5. 11. REFER TO GENERAL NOTES AND DIAGRAM FOR NAILING, STUD, HEADER, 5HEARWALL BRACING, L005E LINTEL SCHEDULE, AND OTHER INFORMATION NOT 5HOWN ON PLAN. 13. VERIFY ALL FRAMING DIMENSIONS AND 5AGK6ROUND5 WITH THE ARCHITECTURAL DRAWIN55 AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. FLOOR FRAMING LEGEND 2212 - (2) -.2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM BT - BALCONY TRU55 GT - CORRIDOR TRU55 GB - CONTINUOUS BEARING TRUSS FT - FLOOR TRU55 GT - C71RDER TRU55 RT - ROOF TRU55 M5TA - STRAP, FOR 51ZE RE: PLAN P5L - PARALLEL STRAND LUMBER GLB - GLULAM BEAM GONT - CONTINUOUS - NON -LOAD BEARING WALL ABOVE IOOPLF UNLE55 NOTED OTHERWISE - — - - BRIDGING UWA - UNDER HALL ABOVE WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228) (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 525 (5) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" H61J5410 B404 3 1/2" x Q 1/4" H6U5412 E3411 3 1/2" x II 1/4" HGU5412 E3412 3 1/2" x II 1/8" HGU5412 B414 3 1/2" x 14" HGU5414 B416 3 1/2" x 16" H6U5414 5415 3 1/2" x 18" HOU5414 6608 5 1/4" X 7 1/4" H6U55.50/10 B611 5 1/4" x II 1/4" H(5U55.50/12 5612 5 1/4" x II 1/8" HGU55.50/12 E3614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x lb" HGU55.50/14 5618 5 1/4" x 18" H(5U55.50/14 B711 7" x II 1/4" HGU57.25/12 B112 7" x II 1/8" HGU57.25/12 E3114 7" x 14' HGU57.25/14 6716 7" x 16" HGU57.25/14 B718 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT 5ET 5/21/08 W w a �H O o0 �H H� p o w x H ;; i ,r i /.' Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P;(281)583-7088 F;(281)583-5495 .�EOF TF • .. ..... �... - ......i rlf DOFFS /CEN�i IONAIL MAY 2 2 2008 This drowing Is part of a set of drawings for this project and shall not be considered valid unless a is occanponled N the complete set of drawings. C*FIDWAL -TRAM 5EGRETS The Information disclosed herein Is proprietary nith Sterling Engineering C Design Group LLG, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein b part of a PATENT PENDING process/material EHAMOROD ME OR GOPYM6 OF THS OR AWf COMM IS STRICTLY FMDDef DRAWN BY: f BJT/FfMA DESIGNED BY: JAB CHECKED BY: $5 DATE: 02/OA/0l PROJECT NO: Q35-001 SHEET TITLE: SHEARWALL PLAN SHEET NO: S3-31 ROOF FRAMING FLAN - BUILDING #8 SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN - BUILDING #q SCALE: 1/8" = 1'-0" P LOAD SEATING HEADER' SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 8'-0" 2-2x12 1 , 2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE GONSIDERED LOAD BEARING. NON LOAD SEATING HEADET SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x8 1 6'-1" < 8'-0" 2-2xIO I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). ROOF FkAM I NG NOTES 1. TRUSS SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARING WALLS ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS SHOWN ON PLANS. REFER TO ARCHITECTURAL DRAWINGS FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMEN51ONS WITH ARCHITECTURAL DRAWINGS AND REPORT ANY 015GREPANr IE5 TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRUSSES SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM USING 5IMP50N H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH 7RU55 MANUFACTURER'S RECOMMENDATIONS UNLE55 NOTED OTHERWISE. 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL ROOF SLOPES. 10. THE TRU55 LAYOUT SHOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWINGS FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM FT - FLOOR TRU55 RT - ROOF TRUSS WT - WALL TRUSS GT - GIRDER TRUSS GLM - GLULAM BEAM P51- - PARALLEL STRAND LUMBER - HANGER BY 51MF50N tinT - OVERLAID FRAMING AREA — — _ - STRONOBAGK OR DIAGONAL BRACING MOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * SIMF50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 525 (3) 2 x 8 HU28-3 5210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 IISL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" HOU5410 5405 3 1/2" x 1 1/4" H6U5412 8411 3 1/2" x 11 1/4" HGU5412 B412 3 1/2" x II 1/8" H(5U5412 E3414 3 1/2" x 14" 1`16U5414 5416 3 1/2" x 16" HGU5414 8418 3 1/2" x IS" HSU5414 5608 5 1/4" X 7 1/4" HGU55.50/10 8611 5 1/4" x 11 1/4" H6U55.50/12 E3612 5 1/4" x 11 1/8" H6U55.50/12 8614 5 1/4" x 14" HGU55.50/14 E3616 5 1/4" x 16" 1-16U55.50/14 5618 5 1/4" x 18" H6U55.50/14 8711 7" x 11 1/4" HGU57.25/12 5712 7" x 11 7/8" H6U57.25/12 8714 7" x 14" HGU57.25/14 5716 7" x 16" HGU57.25/14 8715 7" x 18" HGU57.25/14 I NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. r , NO. ISSUE: DATE: I BUILDING 1/25/05 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS r , , W r, w r T�, C/) F� O 777 INA& W r Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 r, EOFTF, * , '• LO 1 T B O••... _. 0dw ��`F�G` — MAY 2Z2W a. This drawing Is part 0 in set of drawings for this project and shall not be considered Ya!id unless it Is accompanied N the complete set of drowings. GOIIFIDWAL - TRADE 5EGRET5 The Information disclosed herein Is proprietary with 5terhre Engineering 6 Design Group LLO, and should NOT be used, duplicated or disclosed without Its express written permission. The Information hereln Is part of a PATENT PENDING proceWmateriol L AMOWM U5E OR COPYING OF TH5 OR ANY LMNM MW 15 5TRIMY FORE OM DRAWN BY: ag/HmA DESIGNED BY: JAG a. CHECKED BY: DATE: 02/0a/07 PROJECF NO: 935-001 SHEET TITLE: ROOF FRAMING PLAN SHEET NO: S4-1 PARTIAL kOOF FOAMING PLAN -BUILDING #I SCALE: 1/5" = 1'-0" LOAD BEARING HEADERS SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I" < 8'-0" 2-2x12 1 , 2 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER 5EAM5 SHALL BE CONSTRUCTED WITH A 1/2" THICK 0551PLYNOOD SPACER BETWEEN MEMBER5. MEMBERS SHALL BE NAILED TOGETHER U51N67 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE5I6NATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 1 6'-I " < 8'-0" 2-2x10 I 8'-111< 10'-0" 2-2xI2 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBER5, MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). ROOF FkAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2, ARCHITECTURAL BACKGROUND SHOWN 15 . LAYOUT OF FLOOR BELOW. 3. SEARING WALL5 ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS SHOWN ON PLANS. REFER TO ARCHITECTURAL DRAWINGS FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMEN51ON5 WITH ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRU55E5 SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM USING SIMPSON H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH TRU55 MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. 5. REFER TO ARCHITECTURAL DRAWIN65 FOR ALL ROOF SLOPES. 10. THE TRU55 LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWING5 FOR PLACEMENT, DIMEN51ON5, BRACING AND CONNECTIONS. ROOF FRAM I NG LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM FT - FLOOR TRUSS RT - ROOF TRUSS WT - WALL TRU55 GT - GIRDER TRUSS GLM - GLULAM BEAM P5L - PARALLEL STRAND LUMBER r - HANGER BY SIMPSON x < , - OVERLAID FRAMING AREA — — - STRONGBAGK OR DIAGONAL BRACING WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2).2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU25-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 PISL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" HGUS410 B404 3 1/2" x Q 1/4" H6U5412 6411 3 1/2" x 11 1/4" H6U5412 5412 3 1/2" x II 1/8" HGU5412 5414 3 1/2" x 14" H6U5414 E3416 3 1/2" x 16" HGU5414 13418 3 1/2" x IS" HGU5414 5608 5 1/4" X 7 1/4" H6U55.50/10 5611 5 1/4" x II 1/4" H6U55.50/12 8612 5 1/4" x II 7/8" H6U55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 5618 5 1/4" x IS" H6U55.50/14 B711 7" x 11 1/4" HGU57.25/12 5712 7" x II 1/5" HGU57.25/12 E3114 7" x 14" H6U57.25/14 5716 7" x 16" H6U57.25/14 5718 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/25/08 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 %f%/%%%r ' E OF rF��,' ,sso FNSED .•••" i .► `%%VAL ENGN i-r MAY 2 2 2088 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the complete set of drawings. XTIPWAL - TRADE 5GGRETS The Information disclosed herein Is proprietary with 5terlIN Engineering S Design Group LLO, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein is part of a PATENT PENDING process/material UNAUDMZED USE OR COPYING OF THIS OR ANY CONIHM MW 15 STRICTLY FORE MS DRAWN BY: BJT/HMA DESIGNED BY: JA CHECKED BY: E3$ DATE: 02/0Q/01 PROJECT NO: q35-001 SHEET ME: ROOF FRAM I NG PLAN SHEET NO: KEY FLAN S4-2 c E Q N N a0 I m 0 0 N N T 0 -D a� 0 3 Q N I cn c-D z 0 m 1-11 cn m 0 0 a L N a� U c N 0 0 0 1 rn 0 L O a 0 U V) 7 r 0 W Q I In rn 1-11 PARTIAL R001= FkAM I NG FLAN - BUILDING #1 SCALE: 1/8" = 1'-0" U LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-I" S 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2XIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 101-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALL5 AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6-0" 2-2x8 I 6'-I" < 8'-0" 2-2x10 I r-81 -I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N5 I&d NAILS @ 12" O.G. TOP AND 6070M (STAGGERED). ROOF FRAMING NOTES 1, TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARIN6 WALL5 ARE INDICATED THUS: B 4. TOP OF PLATE5 AT ROOF MAY VARY FROM ELEVATIONS SHOWN ON PLANS. REFER TO ARCHITECTURAL DRAWINGS FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND REPORT ANY 015GREPANGIE5 TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRUSSES SHALL BE ANCHORED AT BEARING 5UPPORT5 WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM USING 51MP50N H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH TRU55 MANUFACTURER'S RECOMMENDATIONS UNLE55 NOTED OTHERWI5E. 1. REFER TO ARCHITECTURAL DRAWIN65 FOR ALL ROOF SLOPES. 10. THE TRU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM FT - FLOOR TRUSS RT - ROOF TRUSS NT - WALL TRU55 6T - GIRDER TRUSS GLM - GLULAM BEAM P5L - PARALLEL STRAND LUMBER —1 r - HANGER BY 51MP50N - OVERLAID FRAMING AREA — — - 5TRONGBACK OR DIAGONAL BRACING KOOD SEAM SCHEDULE PLAN MARK BEAM TO USE * 51MP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 328 (3) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 P'SL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" H6U5410 5401 3 1/2" x 1 1/4" H6U5412 D411 3 1/2" x II 1/4" HGU5412 8412 3 1/2" x II 1/5" H6U5412 5414 3 1/2" x 14" H6U5414 E3416 3 1/2" x 16" H6U5414 8415 3 1/2" x IS" H6U5414 B605 5 1/4" X 7 1/4" HGUS5.50/10 5611 5 1/4" x 11 1/4" H&U55.50/12 B612 5 1/4" x II 7/8" H6U55.50/12 B614 5 1/4" x 14" H6U55.50/14 8616 5 1/4" x 16" HGU55.50/14 6618 5 1/4" x 18" H6U55.50/14 Bill 7" x 11 1/4" H6U57.25/12 8712 7" x II 1/5" HISU57.25/12 8714 7" x 14" H6U57.25/14 5716 7" x 16" H6U57.25/14 6715 7" x IS" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIE5. NO. ISSUE: DATE: BUILDING I/23/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .:�S�P• • TR �1 00 4 0 It ,;0; L` +��NtG MAY 2 2 20108 This drohing Is part of a set of drawings for this Project and shall not be considered valid unless it 6 accompanied N the conplete set of drawings. C40WIVWAL - TRADE SEGRE75 The Information disclosed herein Is proprietory filth Sterling Engineering t Design Group LLG, and should NOT be used, dulolkated or disclosed without ks express written permission. The Information herein is part of a PATENT PENDING process/material LNNM ZED USE OR WPYIRB OF MS OR ANY GORiHifS HEREOF Is 57RI61LY FOmDm ,� ass;;' ✓ , �' / DRAWN BY: BJT/HMA DESIGNED BY: im CHECKED BY: 135 DATE: 02/OQ/Oi PROJECT NO: 935-001 SHEET TITLE: ROOF FRAMING PLAN SHEET NO: S4-2A 0 11 1CtY fiOLAN I 1 I i c C Q I 03 0 0 N N 0 a) 0 a_ CD I �r v7 z 0 J D m V) .3 0 0 0 0 P L V) a) C) c a) IZ 0 0 0 1 U) rn I` 0 0 L 0 a 0 C) U) Q I Ln r� rn 900F FkAMING PLAN -BUILDING #2 SCALE: 1/8" = 1'-0" KEY PLAN 526 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PiSL SEAM SCHEDULE 8408 3 1/2" x l 1/4" H&U5410 E3401 3 1/2" x q 1/4" HiSU5412 E3411 3 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 7/8" HGU5412 5414 3 1/2" x 14" H6U5414 B416 3 1/2" x 16" H6U5414 8418 3 1/2" x IS" H6U5414 B605 5 1/4" X 1 1/4" H6U55.50/10 E3611 5 1/4" x II 1/4" H6U55.50/12 E3612 5 1/4" x II I/8" HGU55.50/12 5614 5 1/4" x 14" H6U55.50/14 6616 5 1/4" x 16' H6U55.50/14 B618 5 1/4" x IS" H&U55.50/14 B711 -I" x II 1/4" H6U51.25/12 5112 T x II 1/5" H6U51.25/12 5114 T x 14" H6U51.25/14 5116 7" x I6" HGU51.25/14 B?IS 7" x 18" H6U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS _2 0 2 2x6 1 , 2'-I" < 4'-0" 2-2x8 1 , 2 4'-1" < 5'-0" 2-2x10 5'-1" < 6'-O" 2-2x12 I , 2 6'-1" < 8'-0" 2-2x12 I '2 8'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 0515/PLYW00D SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALL5 AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 2-2X10 1 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). 2. ARCHITECTURAL BACK6ROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARING WALLS ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS 5HOWN ON PLANS. REFER TO ARCHITECTURAL DRAWINGS FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWINGS AND REPORT ANY D15CIREPANCIE5 TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO 5TRUGTURAL EN61 NEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY GONDITION5. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 1. ROOF TRUSSES SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM U51N6 51MP50N H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH TRU55 MANUFACTURER'S REGOMMENDA7ION5 UNLE55 NOTED OTHERWISE. q. REFER TO ARCHITECTURAL PRANIN65 FOR ALL ROOF SLOPES. 10. THE TRUSS LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFAGTURER'5 DRAAIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNEGTION5. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM FT - FLOOR TRU55 RT - ROOF TRU55 WT - WALL TRU55 6T - GIRDER TRU55 6LM - 6LULAM BEAM P51- - PARALLEL STRAND LUMBER r - HANGER BY 51MP50N - OVERLAID FRAMING AREA — — — - 5TRON65ACK OR DIAGONAL BRACING NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/OS rul�Ll��Gl� Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 i•••••.� r-T NSEO ..•' MAY 2 2 2008 This drawing is part of a set of drawings for this project and shall not be considered valid unless it is accompanied by the complete set of drowings. GOt�IMMAL - TRADE 5C<.RET5 The Information disclosed herein Is proprietary with Sterling Engineering d Design Group LLc, and should NOT be used, dupkated or disclosed without Its express written permission. The Information herein is part of a PATENT PENDING process/material uau MED USE OR COPM Of THS OR ANY COMM 19 STRIOTLY FORS OM DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: 53 DATE: 02/04/01 PROJECT NO: 435-001 SHEET =E: ROOF FRAMING PLAN SHEET NO: S4-3 X c a� a Q rn 6i 1 co 0 0 N N 0 -o a� 0 0) I / CD z 0 J D m 0 0 a U Cn / N a7 U c N n O 0 0 1 u) n rn 0 0 0 a i O U U) M Q I Ln n rn / PARTIAL ROOF FkAMING PLAN -BUILDING #3 SCALE: 1/8" = 1'-0" ii r-v t•l A A I LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-O" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1" < 51-0" 2-2x10 1 , 2 5'-1" < 6'-O" 2-2x12 1 , 2 6'-1" < 8'-O" 2-2x12 1 , 2 8'-I" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GONSTRUGTED WITH A 1/2" THICK 0513/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I&d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALLS AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON".LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1 " < 6'-0" 2-2x8 1 8'-0" 2-2XIO I 8'-I " < 10'-0" 2-2XI2 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). ROOF FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. ARCHITECTURAL BACKGROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARING WALLS ARE INDICATED THUS: c- _= =.—. — — — = m B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS 5HOWN ON PLANS. REFER TO ARCHITECTURAL DRAWINGS FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAAIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRU55E5 SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM USING 51MP50N H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH TRU55 MANUFACTURER'S RECOMMENDATIONS UNLE55 NOTED OTHERWI5E. 4. REFER TO ARCHITECTURAL DRAWINGS FOR ALL ROOF SLOPES. 10. THE TRU55 LAYOUT SHOWN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRU55E5. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM FT - FLOOR TRU55 RT - ROOF TRU55 WT - WALL 7RU55 GT - GIRDER TRUSS GLM - GLULAM BEAM P5L - PARALLEL STRAND LUMBER HANGER BY 51MP50N - OVERLAID FRAMING AREA — — — - 5TRON6BAGK OR DIAGONAL BRACING WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMPSON HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (3) 2 x 6 HU26-3 328 (3) 2 x 8 HU28-3 3210 (3) 2 x 10 HU210-3 3212 (3) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE B408 3 1/2" x 7 1/4" H6U5410 540'a 3 1/2" x 1 1/4" H6U5412 6411 3 1/2" x II 1/4" H6U5412 6412 3 1/2" x II 1/3" HGU5412 6414 3 1/2" x 14" HGU5414 6416 3 1/2" x 16" H6U5414 B413 3 1/2" x 18" HOU5414 6605 5 1/4" X 7 1/4" H6U55.50/10 E3611 5 1/4" x II 1/4" H6U55.50/12 8612 5 1/4" x II 7/8" H6U55.50/12 B614 5 1/4" x 14" H6US5.50/14 15616 5 1/4" x 16" H6U55.50/14 B618 5 1/4" x IS" HGU55.50/14 8711 7" x II 1/4" H5U57.25/12 B112 7" X 11 1/8" H6U57.25/12 8714 7" x 14" H6US7.25/14 8716 7" x 16" H6U57.25/14 15718 7" x 18" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: BUILDING 1/25/08 PRICING BLDG FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 p'tE OF -w �....... .......j ������.s���f NSE� •: •� dW i MAY 2 2 2C88 This drawing is part of a set of drawings for this project and shall not be considered valid unless I Is accompanled N the conplete set of drawings. GONFIDEHTIAL —TRADE SEGRI:T5 The Information disclosed herein 15proprietary With Sterling Englneerhg d Desym Group LLO, and should NOT be used, duplicated or disclosed without Its express written permission. The Informatlon herein Is part of a PATENT PENDING process/material MJI MZED USE OR O01YM6 OF THS OR ANY COMM 15 $1MMY FOISMM DRAWN BY: BJT/HMA DESIGNED BY: jA CBECKED BY: 5B DATE: 02/Oa/01 PROJECT NO: Q35-001 SHEET TITLE: ROOF FRAM I NG PLAN I SHEET NO: S4-4 TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DESIGNATED BEARING WALLS AND IN WALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD 5EA9ING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-0" 2-2XIO I 8'-I" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). PARTIAL ROOF FkAMING PLAN -BUILDING #3 SCALE: 1/8" = 1'-0" 6612 t� 1/4" X II I/V" ttC�U��.SU/11 5614 5 1/4" x 14" H6U55.50/14 E3616 5 1/4" x 16" HOU55.50/14 15618 5 1/4" x 18" HGU55.50/14 6711 7" x 11 1/4" H6U57.25/12 6712 7" x 11 1/8" HGUS7.25/12 6714 7" x 14" H6U57.25/14 E3716 7" x 16" H6U57.25/14 6718 7" x 18" HGUS7.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. ROOF FRAMING NOTES 1. TRUSS 5PAGIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. ARCHITECTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 5. BEARING WALL5 ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS SHOWN ON PLANS. REFER TO ARCHITECTURAL DRAWIN65 FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL PRANIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRUSSES SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM USING SIMPSON H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH TRU55 MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL ROOF SLOPES. 10. THE TRU55 LAYOUT 5HOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRUSS SPANS ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAAIN65 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM FT - FLOOR TRUSS RT - ROOF TRU55 AT - WALL TRUSS GT - GIRDER TRU55 (SLY - GLULAM BEAM P5L - PARALLEL STRAND LUMBER r - HANGER BY SIMPSON - OVERLAID FRAMING AREA — — - STRONGBACK OR DIAGONAL BRACING NO. ISSUE: DATE: I BUILDING PRICING 1/25/08 BLD6 FRAMING 2 PERMIT SET 5/21/08 ,f Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ' S�P�EOFT��gs�l �...... T ......... ....W r'����.o'• I/CENSV •'��� SS/ONAIE�.`.- MAY 2 Z ZCB This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. C FIDWAL — TRADE SECRETS The Information disclosed herein Is proprietary with Sterling Engineering I Design Group LLG, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDING process/material INI4Jf mzED USE OR 0PYIN6 OF THS OR MY COMM Is STRICTLY FORS OM DRAWN BY: 5XIHMA DESIGNED BY: JAG CHECKED BY: E0 DATE: 02/09/01 PROJECT NO: 435-001 SHEET TITLE: ROOF FRAM I NG PLAN SHEET NO: S4-4A KEY FLAN LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLESS NOTED) REMARKS S Z-O" 2-2x6 1,2 2'-1" < 4'-0" 2-2xb 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-I" < 6'-0" 2-2x12 1 , 2 6'-1" < b'-0" 2-2x12 1 , 2 a'-1" < 10'-0" 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK OSB/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED T06ETHER USING Ibd NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOCATED IN DE51ONATED BEARING WALL5 AND IN WALL5 5UBJEGT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR SPAN SIZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1 " < 61-0" 2-2xa I 6'-1" < 8'-0" 2-2xIO I 5'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THICK 05B/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66EREO). 5212 ROOF FRAMING PLAN -BUILDING #5 ROOF FRAMING NOTES 1, TRU55 51FACIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERWISE. 2. ARCHITECTURAL BAGK6ROUND 5HOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARING WALLS ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS 5HOWN ON PLANS. REFER TO ARCHITECTURAL DRAWIN65 FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWIN65 AND REPORT ANY 015GREPANGIE5 TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RID6E. i. ROOF TRU55ES SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM U51N6 SIMF50N H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION 51RAGIN6 FOR ROOF FRAMING IN57ALLATION IN ACCORDANCE WITH TRU55 MANUFACTURER'S RECOMMENDATIONS UNLE55 NOTED OTHERWI5E. q. REFER TO ARCHITECTURAL DRAWIN65 FOR ALL ROOF SLOPES. 10. THE TRU55 LAYOUT 5HOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRU55 5PAN5 ONLY. THI5 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWIN65 FOR PLACEMENT, DIMENSIONS, BRA6IN6 AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 - (2) - 2 x 12 DROP BEAM FT - FLOOR TRU55 RT - ROOF TRUSS AT - WALL TRUSS 6T - GIRDER TRUSS 61-M - 6LULAM BEAM P5L - PARALLEL STRAND LUMBER r - HANGER BY 51MP50N - OVERLAID FRAMING AREA — — — - 5TRONGBAGK OR DIAGONAL BRACING MOOD BEAM SCHEDULE PLAN MARK BEAM TO USE * SIMP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (3) 2 x 6 HU26-3 528 (5) 2 x S HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 1 (4) 2 x 12 HHU5210-4 PSL BEAM SCHEDULE E3405 3 1/2" x l 1/4" H6U5410 540q 3 1/2" x 1 1/4" HGU5412 5411 3 1/2" x II 1/4" H6U5412 5412 3 1/2" x II 1/5" H6US412 5414 3 1/2" x 14" HGU5414 B416 3 1/2" x 16" H6U5414 541b 3 1/2" x Ib" H6U5414 5605 5 1/4" X 7 1/4" H6U55.50/10 E3611 5 1/4" x 11 1/4" H61J55.50/12 5612 5 1/4" x II Va" H6U55.50/12 5614 5 1/4" x 14" H6U55.50/14 5616 5 1/4" x 16" H6U55.50/14 561a 5 1/4" x la" HGU55.50/14 E3111 7" x II 1/4" H6U57.25/12 5112 7" x II I/a" HGU51.25/12 E3714 7" x 14" H6U51.25/14 E3116 T x 16" H6U51.25/14 571b T x Ib" H5U51.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. �. ISSUE: DATE: BUILDING 1/25/08 PRIGIN6 BLD6 FRAMING 2 PERMIT 5ET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 MAY 22=8 This drawing Is part of a set of drawln9s for this project and shall not be considered valid unless It Is accompanied N the complete set of drawings. GOWIDWAL - TRADE 5EUiti5 The Information disclosed herein Is proprietary with Sterling Engineering t Design 6roup LLO, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein is part of a PATENT PENDING process/material WiNN IORIM USE OR OOP1110 OF THIS OR AHY COMM IS 51NMY MOM . 2 DRAWN BY: WT/HMA DESIGNED BY: im CHECKED BY: 55 DATE: 02/0q/01 PROJECT NO: 435-001 SHEET TITLE: ROOF FRAM I NG PLAN SHEET NO: S4-5 SCALE: 1/5" = 1'-0" D c- .0 0- Ln N I 00 0 0 N N a 0 n I CD z 0 m c a 0 L a� N U c a� n 0 0 0 I I M rn 0 0 0_ L 0 U m n In Q I In In rn / ROOF FRAMING PLAN - BUILDING #7 SCALE: 1/8" = 1'-0" I KEY FLAN LOAD BEAkING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 2'-1" < 4'-0" 2-2x8 1 , 2 4'-1 " < 5'-0" 2-2XIO 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-1" < 8'-0" 2-2x12 1 , 2 " 8'-1" < 10'-0 2-2xI2 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED AITH A 1/2" THICK 05B/PLYAOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51NG 16d NAILS @ 12" D.G. TOP AND BOTTOM (5TA56ERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALLS AND IN AALL5 SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD SEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS < 4'-0" 2-2x6 I 4'-1" < 6'-0" 2-2x8 I 6'-1" < 8'-O" 2-2xIO I 8'-1" < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GONSTRUGTED WITH A 1/2" THICK OSB/PLYADOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER U51N6 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TA66ERED). ROOF FRAMING NOTES 1. TRU55 5PAGIN6 SHALL BE 24" ON CENTER UNLE55 NOTED OTHERAI5E. 2. ARCHITECTURAL BACKGROUND 5HOAN 15 LAYOUT OF FLOOR BELOA. 3. BEARING AALL5 ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS SHORN ON PLANS. REFER TO ARCHITECTURAL DRAAIN65 FOR CONDITIONS NOTED DIFFERENTLY ON THE 5TRUGTURAL DRAAIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAAIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITIONS. FRAME AITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRUSSES SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM USING SIMPSON H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE ERECTION BRAGING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE AITH TRU55 MANUFAC7URER'5 RECOMMENDATIONS UNLE55 NOTED OTHERAI5E. a. REFER TO ARCHITECTURAL DRAAIN65 FOR ALL ROOF SLOPES. 10. THE TRUSS LAYOUT 5HOAN ON THIS DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAAIN65 FOR PLACEMENT, DIMENSIONS, BRAGING AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM FT - FLOOR TRU55 RT - ROOF TRU55 AT - NALL TRUSS 6T - 61RDER TRU55 6LM - GLULAM BEAM P51- - PARALLEL STRAND LUMBER —� - HANGER BY 51MP50N - OVERLAID FRAMING AREA — — - 5TRON65AGK OR DIAGONAL BRACING MOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMP50N HANGER 226 (2) 2 x 6 HU26-2 228 (2) 2 x 8 HU28-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (5) 2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE 8405 3 1/2" x 7 1/4" H6U5410 B404 5 1/2" x q 1/4" H6US412 E3411 3 1/2" x II 1/4" H5U5412 5412 3 1/2" x II 1/8" HGU5412 6414 3 1/2" x 14" H5US414 E3416 3 1/2" x 16" HGU5414 , 5415 3 1/2" x 18" H6U5414 5608 5 1/4" X 7 1/4" HGU55.50/10 B611 5 1/4" x 11 1/4" H6U55.50/12 8612 5 1/4" x 11 1/8" HGU55.50/12 5614 5 1/4" x 14" H5U55.50/14 8616 5 1/4" x 16" H5U55.50/14 B618 5 1/4" x 18" H6U55.50/14 8711 7" x 11 1/4" H6U57.25/12 8712 7" x II 7/5" H6U57.25/12 B114 7" x 14" H6U57.25/14 5716 7" x 16" HOU57.25/14 B718 7" x 18" HGU57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES, NO. ISSUE: DATE: BUILDING I/23/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/OS w x '° ';�; . %.ter./ i Sterling, Engineering w Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 w A� kQF l CJ►,�. ,./....; ....w 40 It �.o • �fCEtdS�� •'�,w�i ., t E`S •••• .... G� or MAY 2 2 2CC8 This drawing Is part of a set 0 dromings for this project and shall not be considered valid unless it is accompanied N the complete set of d-owkigs. 02FIDER'f1AL - TRADE RET5 The information disclosed herein Is proprietary mith Sterling Engineering d Design brovp LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDIN6 process/material IAMVJDMED LSE OR GOFYIN6 OF TEAS OR MY COMM m3w is STWITLY FOR81DDB1 DRAWN BY: BJT/HMA DESIGNED BY: 11A6 CHECKED BY: BB DATE: 02/04/01 PROJECT NO: 435-001 SHEET TITLE: ROOF FRAM I NG PLAN SHEET NO: S4-6 CD 11 ROOF FRAMING PLAN - BUILDING #6 5GALE: I/8" = 1'-0" N N N KEY FLAN LOAD SEARING HEADER SCHEDULE (#2 SYP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS <2'-011 2-2x6 1 , 2 2'-111 < 4'-011 2-2x8 1 , 2 4'-1" < 5'-0" 2-2xIO 1 , 2 5'-111 < 6'-0" 2-2x12 1 , 2 6'-111 < 8'-0" 2-2x12 1 , 2 8'-I' < 101-011 2-2xI2 1 , 2 NOTES: I. MULTIPLE LUMBER BEAM5 SHALL BE CONSTRUCTED WITH A 1/211 THICK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I6d NAILS @ 12" O.G. TOP AND BOTTOM (STA66ERED). 2. HEADERS LOCATED IN DE516NATED BEARING WALL5 AND IN WALLS SUBJECT TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) CLEAR SPAN SIZE (UNLE55 NOTED) REMARKS < 41-011 2-2x6 I 4'-1" < 61-011 2-2x8 I 6'-I11 < 8'-0" 2-2XIO I 8'-I" < 10'-C 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE GONSTRUCTED WITH A 1/211 THICK 05B/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING I6d NAILS @ 12" O.G. TOP AND BOTTOM (STA(5GERED). NO. ISSUE: DATE: ROOF FRAMING NOTES 1. TRU55 5PAGIN5 SHALL BE 24" ON CENTER UNLESS NOTED OTHERWISE. 2. ARGHITEGTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARING WALLS ARE INDICATED THUS: B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS 5HOWN ON PLANS. REFER TO ARCHITECTURAL DRAWIN65 FOR CONDITIONS NOTED DIFFERENTLY ON THE STRUCTURAL DRAWIN65 AND REPORT ANY DI5GREPANGIE5 TO STRUCTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMENSIONS WITH ARCHITECTURAL DRAWIN65 AND REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER. 6. AREAS SHADED ON PLAN REPRESENT OVERLAY CONDITION5. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x8 RIDGE. 7. ROOF TRU55E5 SHALL BE ANCHORED AT BEARING SUPPORTS WITH HURRICANE TIES AT 24" ON CENTER MAXIMUM U51NG SIMP50N H2.5 TIES. 8. CONTRACTOR SHALL PROVIDE EREG71ON BRACING FOR ROOF FRAMING INSTALLATION IN ACCORDANCE WITH TRUSS MANUFACTURER'S RECOMMENDA7ION5 UNLE55 NOTED OTHERWISE. q. REFER TO ARCHITECTURAL DRAWIN55 FOR ALL ROOF 5LOPE5. 10. THE 7RU55 LAYOUT SHOWN ON THI5 DRAWING REPRESENTS DIRECTION OF TRUSS 5PAN5 ONLY. TH15 DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRU55 MANUFACTURER'S DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND CONNECTIONS. ROOF FRAMING LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM FT - FLOOR 7RU55 RT - ROOF TRU55 WT - WALL TRU55 GT - GIRDER TRUSS GLM - 6LULAM BEAM P5L - PARALLEL STRAND LUMBER r - HANGER BY 51MP50N - OVERLAID FRAMING AREA _ — — - 57RON65ACK OR DIAGONAL BRACING HOOD SEAM SCHEDULE PLAN MARK BEAM TO USE SIMP50N HANGER 226 (2) 2 x b HU26-2 225 (2) 2 x 8 HU25-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 526 (5) 2 x 6 HU26-3 328 (5).2 x 8 HU28-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 1 HHU5210-4 PSL SEAM SCHEDULE 8408 3 1/2" x 7 1/4" HISU5410 B40a 3 1/2" x q 1/4" HGU5412 8411 3 1/2" x 11 1/4" H6U5412 8412 3 1/2" x 11 1/5" H61J5412 5414 3 1/2" x 14" H6U5414 E3416 3 1/2" x 16" H6U5414 B418 3 1/2" x IS" H6U5414 5605 5 1/4" X 7 1/4" H61,55.50/10 8611 5 1/4" x 11 1/4" HGU55.50/12 5612 5 1/4" x II VS" HGU55.50/12 5614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" H6U55.50/14 5618 5 1/4" x 18" H6U55.50/14 8711 7" X 11 1/4" H6U57.25/12 8712 7" x 11 V8" HGU57.25/12 B114 7" x 14" HGU57.25/14 8716 7" x 16" H6U57.25/14 E3115 7" x 18" H6U57.25/14 * NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. I BUILDING 1/25/08 PRICING BLD6 FRAMING 2 PERMIT SET 5/21/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 00 1 '* ..............� r 9 -. tWO ON 116r, MAY 2220 This drowing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the complete set of draNings. C*FlyENIIAL — TRADE 5ELRETS The Information disclosed herein Is proprletory Nlth Sterling Engineering t Design Group LLc, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material LKALM ZED WE OR C4PYIN6 Of THIS OR ANY COMM 15 97MMLY FOI DIM DRAWN BY: BJT/HMA DESIGNED BY: JAG CHECKED BY: 5B DATE: O2/0q/01 PROJECT NO: q35-001 SHEET TITLE: ROOF FRAMING PLAN SHEET NO: S4-7 .JVTILL: I/V - I _V Q KEY PLAN LOAD BEARING HEADER SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR SPAN 51ZE (UNLESS NOTED) REMARKS <2'-0" 2-2x6 1 , 2 214" < 4'-0" 2-2x3 1 , 2 4'-1" < 5'-0" 2-2x10 1 , 2 5'-1" < 6'-0" 2-2x12 1 , 2 6'-I " < 3'-0" 2-2x12 1 , 2 2-2x12 1 , 2 NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CONSTRUCTED WITH A 1/2" THIGK 055/PLYWOOD SPACER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (STAGGERED). 2. HEADERS LOGATED IN DESIGNATED BEARING WALL5 AND IN WALL5 5U5JE07 TO EXTERIOR WIND LOAD ARE CONSIDERED LOAD BEARING. NON LOAD BEARING HEADED SCHEDULE (#2 5YP OR #2 D. FIR) GLEAR 5PAN 51ZE (UNLESS NOTED) REMARKS < 4'-0" 2-2x6 1 4'-1" < 6'-0" 2-2x3 I 6'-1 " < 5'-0" 2-2xIO I 3'-I " < 10'-0" 2-2x12 I NOTES: I. MULTIPLE LUMBER BEAMS SHALL BE CON57RUG7ED WITH A 1/2" THICK O5B/PLYWOOD 5PAGER BETWEEN MEMBERS. MEMBERS SHALL BE NAILED TOGETHER USING 16d NAILS @ 12" O.G. TOP AND BOTTOM (5TAG6ERED). ROOF FRAMING NOTES 1. TRU55 SPACING SHALL BE 24" ON CENTER UNLESS NOTED OTHERWISE. 2. ARGHITEGTURAL BACKGROUND SHOWN 15 LAYOUT OF FLOOR BELOW. 3. BEARING WALLS ARE INDIGATED THUS: _--- __.--_ B 4. TOP OF PLATES AT ROOF MAY VARY FROM ELEVATIONS SHOWN ON PLANS. REFER TO ARGHITEGTURAL DRAWINGS FOR GONDITION5 NOTED DIFFERENTLY ON THE 5TRUGTURAL DRAWINGS AND REPORT ANY 015GREPANGIE5 TO 5TRUGTURAL ENGINEER. 5. VERIFY ALL FRAMING DIMEN51ON5 WITH ARGHITEGTURAL DRAWIN65 AND REPORT ANY 0I5GREPANGIE5 TO 5TRUGTURAL ENGINEER. 6. AREAS SHADED ON PLAN IC -PRESENT OVERLAY GONOITION5. FRAME WITH 2x6 AT 24" ON CENTER MAXIMUM WITH 2x3 RIDGE. 7. ROOF TRU55E5 SHALL BE ANGHORED AT BEARING 5UPPOR75 WITH HI.'RRIGANE TIES AT 24" ON GENTER MAXIMUM U51NG 51MP50N H2.5 TIES. 3. CONTRAGTOR SHALL PROVOE ERECTION BRACING FOR ROOF FRAMING IN5TALLATI0N IN AGGOROANGE WITH TRU55 MANUFAGTURER'5 REGOMMENDATION5 UNLE55 NOTED OTHERWISE. 1. REFER TO ARGHITEGTURAL DRAWING5 FOR ALL ROOF SLOPES. 10. THE TRUSS LAYOUT SHOWN ON TH15 DRAWING REPRESENTS DIRECTION OF TRU55 SPANS ONLY. THIS DRAWING SHALL NOT BE USED FOR PLACEMENT OF TRUSSES. REFER TO APPROVED TRUSS MANUFAGTURER'S DRAWING5 FOR PLACEMENT, DIMENSIONS, BRACING AND GONNEGTION5. ROOF FkAM I NG LEGEND 2212 - (2) - 2 x 12 FLUSH BEAM 2212 _ - (2) - 2 x 12 DROP BEAM FT - FLOOR TRUSS RT - ROOF TRUSS WT - WALL TRUSS GT - GIRDER TRU55 GLM - GLULAM BEAM P5L - PARALLEL STRAND LUMBER r - HANGER BY SIMP50N - OVERLAID FRAMING AREA — — — - STRONGBAGK OR DIAGONAL BRACING WOOD SEAM SCHEDULE PLAN MARK BEAM TO USE 51MP50N HANGER 226 (2) 2 x 6 HU26-2 223 (2) 2 x 3 HU23-2 2210 (2) 2 x 10 HU210-2 2212 (2) 2 x 12 HU212-2 326 (5) 2 x 6 HU26-3 323 (5) 2 x 3 HU23-3 5210 (5) 2 x 10 HU210-3 5212 (5) 2 x 12 HU212-3 4212 (4) 2 x 12 HHU5210-4 PSL SEAM SCHEDULE B405 3 1/2" x 7 1/4" HGU5410 B401 3 1/2" x 1 1/4" HOU5412 6411 3 1/2" x 11 1/4" H6U5412 B412 3 1/2" x 11 1/3" HGUS412 5414 3 1/2" x 14" HGU5414 B416 3 1/2" x 16" HGU5414 B415 3 1/2" x IS" HGU5414 B603 5 1/4" X 7 1/4" H6U55.50/10 13611 5 1/4" x 11 1/4" H61J55.50/12 B612 5 1/4" x 11 1/3" HGU55.50/12 B614 5 1/4" x 14" HGU55.50/14 5616 5 1/4" x 16" HGU55.50/14 B615 5 1/4" x 13" H61J55.50/14 B711 7" x 11 1/4" H67U57.25/12 5112 7" x 11 7/8" H6U57.25/12 E3114 7" x 14" HGU57.25/14 8716 7" x 16" H6U57.25/14 8713 7" x IS" HGU57.25/14 " NOTE: REFER TO GENERAL NOTES FOR MEMBER PROPERTIES. NO. ISSUE: DATE: I BUILDING 1/25/05 PRIGING BLDG FRAMING 2 PERMIT SET 5/21/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 0-.8 :•....../ i MAY 2 2 21008 This drawing Is part of a set of drawings for this project and shall not be considered valld unless it is accompanied N the complete set of drowings. COMPWA1- - TRADE SECRETS The information disclosed herein ie proprietary pith Sterling Engineering d Design Group LLO, and should NOT be used, duplicated or disclosed Without its express written permission. The Information herein Is part of a PATENT PENDING process/material WAM ORIV USE OR COPYING Of THIS OR MY f.ONt M RMOF 15 STRICTLY FOMOM 77 DRAB N BY: B.IT/HMA DESIGNED BY: JAG CHECKED BY: EB DATE: 02/04/07 PROJECT NO: q55-001 SHEET ME: 0,00F FkAM I NG FLAN SHEET NO: S4-8