The URL can be used to link to this page

Home My WebLink AboutKappa Delta Sorority Housea a£ t 1, jj r � y f .F f $ r s` r v r C l N x A DO►INpc DR UN►VERSffY wxs Bl Site�; UWARS1fY OAKS 8l ZNp = ca Z O A HWY 30 — MARVEY RD � Scale: 1, = 1000' EAIGINE-E .Y Lff L. Pff 511 UNI'VER"OollTYIrm'j"'RIIIEE, S7"T`204 a CULLEiSE S TA- TIOA TEYAS 77840 ft// / TC YVEL L & JOEL J. MITCNELI 80649zm a� Vicinity I4ap SHEET LEGEND SITE PLAN GRADING PLAN UTILITY PLAN LANDSCAPE PLAN De veloper: a , F u, 7026. u"LD KA 71/ , , m0A CPUli"I 0 1-IJOUSTOIvy TE)�A,540;% 77oP..z SP PER VOTES ON FiERNIAT GP �"0 C01"ti'MTS GID Ul CITY OF COLLEGE STATION LS B 'Id' ui mg nspm l u" Department Received Reviewed f GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours In advance of any excavation. a. Contact Dig Tess @ 1-800- 44-8377 b. Contact Kean Register at Lone Star Gas, Tei: 774-2501 c. Contact Mike Lavender at T.C.A. Cable, Tel: 846-2229 2. Ali construction shall be In accordance with the current City of College Station Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. All inspection shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer. 3. in lieu of using the construction materials indicated in these plans, the Contractor shall obtain written'approval from the City Engineer for any substitution. Requests for changes should Include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S4 for details. 5. TRENCHING AND BACKFiLLING: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed to within 6" of street subgrade. The bacldiffing of all trenches outside of structural areas shall be placed so as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum moisture content. Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shaft include all sidewalk footprints and shall extend fi beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division and Bryan Rural Electrical Department. 7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. 8. All materials %%151 labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 9. The Contractor must provide construction staking from the information provide on these plans. 10. Trees to be protected will be marked by the owner prior to the start of construction. 11. Ail soil exposed by construction shall receive Cellulose Fiber Mulch Seeding. 12. Coordinates shown are based on an assumed bearing system. 13. Trenches may not be left open overnight 14. The contractor shall maintain a traffic control plan (TCP) while working on or near traffic areas. The contractor shall submit a TCP to the engineer for approval prior to the start of construction. This requirement 1s not a separate pay item. STORM WATER POLLUTION PREVENTION PLAN: The 1.5 acre construction site is located in central College Station in the existing Timber Ridge Addition. The site is located at Latitude 96. 14' 40" and Longitude 30. 33' 06". The activity consists of the construction of a large residential building and the associated utility and grading Improvements for the benefit of residential construction. The only source of pollution is the erosion of exposed soil. Storm water from the site flows to tributary A of Wolf Pen Creek. The runoff coefficient for the site will Increase from .4 to .75, however, the peak runoff is not expected to increase due to detention provided downstream of this site. All phases of construction must utilize siltation trapping devices. Ail sediment and erosive materials are to be contained on -site. _ rn 4 DOMtiwK Y T4 - Tl� o wr p0oq aL 11J y tJNNER$trY 01iC4 WIVERS�TI OAKS 11L rp � HWY 30 — ► NMY RD Scale: I" = 1 o00' Vicinity Map FIRE LANE SIGN 0 FIRE LANE DESIGNATED PARKING ONLY � J J 18" x 12" See Ordinance for additional Information Curbs and Curb Ends where shown shall be painted red with 4" white lettering stating "FIRE LANE —NO PARKING —TOW AWAY ZONE". Wording may not be spaced more than fifteen (15) feet apart. � (tYWC01) —J - Z Steel fence post at 18' on center. Tree Protection Fencing Fence -Detail Proposed Power Pole SAUSALITO COLLEGE STATION LTD PLANTATION OAKS, ACRES 5.0234. RESERVE TRACT F, Zoned: R-5 Wrought Iron Fence i wl Brick Columns x I i OWNER'S REPRESENTATIVE Greek Builders Maxfield McKenzie 7026 Old Katy Road, Suite 161 Houston, Texas 77024 Legal Description: Lot 5 Timber Ridge Addition, Third Installment Lot Area: 1.54 Acres CIRCUIT CITY STORES INC TIMBER RIDGE #3, LOT 1, 2 & 3, ACRES 3.09 Zoned: C-1 WATER & SEWER DEMANDS WATER Minimum Demand = 0 GPM Maximum Demand = 70 GPM Average Demand = 35 GPM IRRIGATION Minimum Demand = 0 GPM Maximum Demand = 50 GPM Average Demand = 25 GPM SANITARY SEWFR Demand = 5,200 GPD 1 Parking Analysis: Residents: 51 x 1 Space per resident = 51 spaces Staff: 2 x 1 Space per Staff = 2 spaces Meeting Room: 510 s.f. x 1/30 s.f. of meeting room = 17 spaces Total of required parking spaces = 70 spaces Total of provided parking spaces = 70 spaces General Notes: 1. Existing Zoning: R-5 2. FEMA FIRM Community Panel No. 48041c0144C shows that no FEMA regulated Floodplain lies on this tract. 3. Building Description: Two Story Brick Sorority House, First Floor 8786 s.f., Second Floor 8907 s.f. 4. Density = 23 Bedrooms/1.54 Acres= 15 Bedrooms/Acre a i�d w � } �• • H� • \11 �� i �l• �`��• �C) flirts e (X) �: ,ra•. ; -J ; V •cam x" ems. �. �••�'f �,�' din > Cn c, m' cs, TJ (D r C7 `J v C1- U1 Q- c_ nj. << rjL c_ U �'- civil Ftydraulus; Hyr cic �K Utility florin nq & tan ,gn Site Plcnnir.g & Ds r-tn Siren Desgn Subdivision ('lonning F- esign V 00 It • U CD in L- Q) O t,-) _J _J 0 t� c(D W X Cn 0 � LLJ Q i� > 0 a (ll • E Q) 0 �} t1J Q �— Cih > _ N U 4 U p 0 U) r — 4- U In Z: .� qlzr 4qy{,fib P D Of 4 Sheets �w. PRODUCTS 2Wt W. Mag4* Rand PHdh'E; j81714G&M A*lpk TX ?Wl S 1"71467.2783 tAea �ti� FN[:�►Tl4rt-Otb� �j ' J ' STANDARD SAFETY -END -TREATMENT VARIABLE (SEE CHART) Plan View 31 Wn W_ A Oia. 6' kTin.j-! L �--1Nai f5• I.tin1 Elevation View End View LD. S"woght w L I Well Sot. I A Dow* - e • 1 2327 Lbs.28' 4 --¢ _- t$' 15 21r 91' 1 8 - 1-1730Lb& 29, 66, b j 6' 24' N9020 16' 4 •1 2t1D Lba 294 no b' i 6' 24• 049030 e • 1 2830 use 30' 98' S 1 6'_. �2 ' 049040 .� ! 1 lba 37' 14' b S' SA 049U50 ' 24' 4 •1 SM Lb*- 35' 100' 6 6' Tr 049060 - ¢ • 1 1 4770 lbs. 35' 150 5' _ 6'_ 049070 3 . 1 5280 un. 9(T 4-1 e770 lbs 46, 46' 07' Y25` e' , E' 38 : 8' ? 6' 38 y1' 0490,41 04908 t3' d Notes• t pass 'C Comets 2 AJ Exposed Corned �� 3tlaJ D8 CtmMarod'l*. Precast. Inc. All Higms Reserved EX T Existing Duplexes (typical) Existing Parking for Duplexes (tYPical) ram- Ex. s• Water Line 6- a•-rA. a--rlL A-wl 1M Ex. Bock of Curb University Oaks Drive EX T C= 60' R.O.W. 119- .. 39' Pvm't Scale: . L_ 4� I L I I l 299.22 `__'" Ex. Bock of Curb - __.__.._---._ ..-- --_-- .=r-• �---r ! 1. -'^' ^.� �-"R-.'. "'-------._ 299] 299:30 ! Pro osed 4' Wide Public Sidewalk x —I44 299.25 299 12' cedar 98.95 • .-----^ (,,'''`� , -``,., l�DOTI o ' 8• w¢ef Oak —� � 1 �l ` 1 � t •clear eti, � 298.49 r '� , r a""." oak ! \ } \ j 25' Front Setback 29 8080 ' s• water 298.$5 I �'- t _ A y _ / . ...................._ - i',� 8', 2-a• I a' water oak a I 299 Cedar Elm298.70 I ` �•0 1 \ Provi -6" Curb Opening i For Drains e < s•, e•, a• cedar am Dsb VFt Worth 299.7 .� water oak 299.0 ,299.0 X 298 / } ./ 12• wo r t -- ^' 298:7 j 2 94 X\ G X 299.90 .� k O u 5P£C.IFICATiON3 Caseate • Concrete has a design sftwVt r of 6600 PSI at 23 clays. Loading Des!gned for H-20 Loa&4 Readorcefmat - ASTM A-ft Grade 50 Cl Castings • ASTM A 48 Class 30/35 ari ft. Fam- 104197 # Plane ate° STD -SET I A 3eal�® 12+ \1% 96.�6 296.08 XI_;r HP HP / / o Proposed Pcrk4ng'Ared , 296 50! \?g8 12" Diafn. PV3034-26) t / w/ Sloped Headwalls of ` FL=293.25 v 295.08 295,08 ► _r 20, wWr _ i. e --,�.��.oa • _.: - x 295.0 x 296 / Ex. 6" Sewer Lit, _, -..at- s♦s - - - - - 94.50 �'�''�. _ 3'_ Wide4F•�e � e� �$,- ••as He Berm20 1ublic Utility TE s_I TT nt Underground GTE - Provide 4 - 12" Wide Silt Fence at lines. Curb Openings for Toe of Slope Wrought Iron Fence Drainage w/ Brick Columns 1 When joining� -___ CIRCUIT CITY STORES INC two or SAUSALITO COLLEGE STATION LTD �"- TIMBER RIDGE #3, LOT 1, 2 & 3, ACRES 3.09 more "Silt Stop" Fences PLANTATION OAKS, ACRES 5.0234, RESERVE TRACT F, 1 Zoned: C-1 tie the two end posts zoned: R-5 �- " I together with existing FL: 290 0o� m i Project Benchmark Railroad S nylon cord. Discharge ; pole. Elev.plk29r6.69 wooden power Wooden or Metal Post, "Silt Stop" or approved Ex. Overhead I Min. 3' Length (1 112' exposed) Silt Fence, 1 equal Min. 24" Overall 1 n= max 10 spacing ;� �,ei Ground Line " " x Ex. Overhead 6 x 6 Trench' I Elec. Lines 00 ,} Bury toe of Silt Fence 6" below proposed grade Compact trench backfill to prevent "washout" 1 • Ground Line` Existing Soil y " • •� Existing Ground SILT FENCE DETAILS not to scale GRADING PLAN NOTES: EXCAVATION AND EMBANKMENT: 1. Prior to any excavation activity, the top six inches (6") of topsoil shall be removed and stockpiled for reuse on the completed surface as directed by the Engineer. 2. All embankment within the bulding and pavement areas shall conform to City of College Station Specification No. 103. Each six inch (6") layer shall be compacted to 95% maximum dry density per ASTM D698 (Standard Procter.) 3. In all other areas, each layer of embankment sholl be composed of material so graded that the density and uniformity of the surface layer may be secured by the Ordinary Compaction Method. Ordinary Compaction consists of rolling and sprinkling each embankment layer to the extent direct by the engineer. Each layer shall not exceed eight inches (8") of loose depth and shall be compacted with rolling equipment approved by the engineer. Compaction shall continue until there is no evidence of further compaction. Prior to and in conjunction with the rolling operation, each layer shall be brought to the moisture content directed by the engineer and shall be kept leveled with suitable . equipment to insure uniform compaction of the entire layer. Should the subgrade, for any reason or cause, lose the required stability of finish, it shall be re -compacted and refinished at the contractor's expense. 4. The bid price for "EXCAVATION" shall constitute full payment for excavation and disposal of excavated material, including the disposal of surplus material; installation and removal of all necessary sheeting and bracing; water and dewatering as necessary. 5. See site plan for dimensions. TOP OF BERM 296.00 N.T.S GCY 0 GOV � D XXX.XX Proposed Finish Pumt Elev. XXX•X Proposed Top of Curve XXX.XX Proposed Contour -- -- --- Existing Contour Expansion Joint - - -- --- - - - Contraction Joint --> -- Longitudinal Joint 6 • e Imo-• r � + + S� fix • + i J e+enrG •° • ••+ vNit r .A�.� (3 40�y ' ti4r: ; cy) . r� • , p� d:U10' 9 ram•• : -•� ' �:'G3� 't. > r 0 ,L 1� • • ?� f li Ci] �? m r W � {_ C T a F e i '-, a c LZ U) C] C 'r C.) v� C f i 0 �1 Civil Engineering Hydraulics, Hydrology; Utility Planning & Cesign Site Planning & Design Street Design Subdivision Planning & Design 00 U N �• Q) to .J C 00 C J Q0 OCf)� C) U7 X C) l Q ' I 0 U) > O o W L� V I M 4\ - LIJ vi W W > �' Vim)•—C U r0 4--' o `- o c� In Q V 0f �4 Sheets 00 R G � (SEE G OoLE PRE�5h� 41ff P� P5 EN1°'`�Df QF+C f f tl 4 MAkL NIC fkR AT NON-STRUCTURAL STRUCTURAL AREAS AREAS I t'JKwVAtrD TRfHCH 1DlN NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE 'B" MATERIAL FOR BEDDING AND IN THE HAUNCH ZONE. \\ \ \ \\ \ ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE NEW PAVEMF ,COMPACTION IN FINALBACKFI(�ONE \� \ N \ \� .\ ENGINEER SHALL THE CONTRACTOR USE TYPE VMATERIAL COMPACTION OF ALL FILL SHALL BE AT A MOISTURE `� \�\ \\ SECTION AS SHOWN. CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. j ti4+ NOTE 2: �1CKFILL OF STRUCTURES- WHEN STRUCURES (MANHOLES, 6' COMPACTED THICKNESS. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL �t AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED ? SAND BACKFILL SHAM BE REQUIRED. USE CLASS IN MATERIAL IN ALL OTHER AREAS. LIE O AP NOTE 3: DECTECTOR TAPE IS NOT REQUIRED ON DIP OR CMP. COMPACTION IN INITIAL BACKFILt ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ' ACHIEVE 6ENSiTY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTNE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINI UM OF 6" COVER PIPE CROWN WHEN USIN� SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN .BACKEILL MATERIAL LEGEND 6" MAX LAYERS. WORK IN HAUNCH ZONE --- AROUND PIPE BY HAND TO CLASS OF CLASS OF MATERIAL COMPACTION REQUIREMENTS PROVIDE UNIFORM SUPPORT. MATERIAL PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER 85% MAX. PER INSTALL AND COMPACT IN 7 f Q IV OR IV ASTM D1557 O ASTM 01557 O 6' MAX LAYERS. WORK IN j 4" BEDDING ©OR 0D 0 TO 4% WET OF 0 TO 4% WET OF LEVEL FINAL GRADE BY HAND.) (MIN) SEE NOTE 1 r W OPT. MOISTURE OPT. MOISTURE tr Aux 95% MAX. PER 85% MAX. PER it. III, OR © ASTM 01557 O ASTM 01557 O 0 TO 4% WET OF 0 TO 4% WET OF /WHERETHE TRENCH BOTTOM IS UNSTABLE. OPT. MOISTURE OPT. MOISTURE EXCAVATE TO A DEPTH AS REQUIRED BY THE 95% MAX. PER 95% MAX. PER ENGINEER AND REPLACE WITH A FOUNDATION C CEMENT STABILIZED SAND ASTM D558 O ASTM D558 O OF TYPE 'D" MATERIAL PLACE AND COMPACT (SEE SPECIFICATION 0 TO 2% WET OF 0 TO 2% WET OF TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS SHEET) OPT. MOISTURE OPT. MOISTURE THIS ITEM SHALL CONSTITUTE 'EXTRA WORK' 95% MAX. PER 85% MAX. PER AND SHALL BE PAID FOR AS EXCAVATION. �p to OR IS ASTM 01557 O ASTM D1557 A 0 TO 4% WET Of 0 TO 4% WET OF OPT. MOISTURE OPT. MOISTURE TESTING ONE TEST PER 200' OF REQUIREMENTS TRENCH PER 2' FILL TYPICAL WATER AND SEWER TRENCH -DETAIL ,FOR PVC. DIP,, CMP, AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE 010 ITEMS. .S NF BAL H T S' 1. FOR ALL TYPE MANHOLES PLACE CONCRETE FOOTING OR BASE ON FIRM SOIL OR OVER -EXCAVATE TO FIRM SOIL AND BACK FILL WITH STANDARD GRADATION CRUSHED STONE. (NOT A SEPARATE PAY ITEM.) 2., ON ALL MANHOLES, ALLOW FOOTING OR BASE AND FIRST SECTION OF WALL TO CURE A MINIMUM OF 24 HOURS BEFORE SETTING ADDITIONAL WALL FORMS AND PLACING CONCRETE IN FORMS. 3. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478, JOINTS SHALL BE '0" -RING GASKETED. IN LIEU OF THICKNESS AS SPECIFIED IN C478, SECTION 7. DESIGN -THE MINIMUM THICKNESS FOR MANHOLE RISERS SHALL BE AS LISTED UNDER WALL 'B'IN THE 'CLASS TABLES" OF ASTM C76, REINFORCED CONCRETE PIPE. 4., MANHOLE COVERS SHALL BE MARKED WITH CITY LOGO AND THE WORDS "SANITARY SEWER". PICK BARS/ OR LUGS SHALL ALSO BE CAST IN MANHOLE COVERS, NO OPEN HOLES ALLOWED IN COVER. THE CAST IRON RING AND COVER (V-1342) SHALL BE FURNISHED & INSTALLED BY CONTRACTOR. "WATER TIGHT" RING do COVER SHALL BE VULCAN FOUNDRY V-2342 W/ANCHOR BOLTS. S. MANHOLE BASE OR FOOTING THICKNESS AS FOLLOWS: ' (IN, MANHOLE DEPTH (FT. 1 THICKNESS 0 - 8 8 8 - 12 10 12 & OVER 12 6, DIMENSION 'D"s 1/2 x DIAMETER FOR PIPES < 012" & 3/4 x DIAMETER FOR PIPES 012" TO 024'. FULL DIAMETER FOR PIPES > 024" 7. SEE SPECIFICATION S.204 DETECTOR TAPE FOR INSTALLATION AT MANHOLES. 8. ALL JOINTS AT MANHOLE SECTIONS & OTHER OPEN OR COLD JOINTS,' OR LIFTING HOLES. SHALL BE THOROUGHLY FILLED WITH SYNKO FLEX OR OTHER APPROVED MASTIC WATERPROOFING MATERIAL (PRECAST MANHOLES ONLY, NOT A SEPARATE PAY ITEM.) 9. SEE SHEETS FOR APPROXIMATE TOP ELEVATION. FLUSH WW/PAVED SURFACE (INCLUDING SIDEWALK) 3' ABOVE UNPAVED SURFACE. REQAST MANHOLE DETAIL (ASTM C478) W/ PRECAST BASE IN S1A@ Rt,� 6. IN`�S rVA IN 8l)SSAN°`p'�.S� Mo S 10k1��f 1� Al 8 t��f, R C R f� � ,l�+i �a 4RY �a �rl44 �� -"k% tsfF No1� lg" " Co NQ °�sOP E�) AT OP P►p" f�'I� �, RISC J12 308 304 300 296 292 288 284 280 Wa ter Line 6" PVC (Cl 200-C900) �Existing I Ground Bore Existing N N Ot 1L U w 'an - -� 00., O� to o0 o o'orn ti v (41CD vt w ro v 0 trri �h > M M C14ai N N U U) u C r p, J p J -a tV = w a - to - to 1n r -j IQ + o o � r40 to N 0 X o -6 d x J r i0 V) V) VI PoU_ 10+00 11+00 Dornesticl Water Meter Irrigation Water Meter CV N J J v L t ILL. o to 0 0. C + + 0 0' • in r r�o d X o U 0 i0 i to 12+00 0 L N C 0 U PrVvate Sewer Se ice 6'" PVC (D3034-26) Existing Ground FN Get egg r C •C Storm Drain 12" PVC (D3034-35) Proposed Grade -\ Flume® 1.000 T " PVC® -0.793% � N 'o a o c � w U N O to m N t7 N N N N J J A .-ID -ml J = " ti u U � \ lL V.. LL X w ID c a a 0 6�t .T N Trj M io q + + [1 00 O +E t,,.i N + + O+ KO _. c + '- ti v `-a. to ? � I0 N v t0 r 11 v It w r r r� II > a o r O c c a+ _ c v+ o E U _ _ N a Q ° m ar tp ° 4) In to w 00 t0 U) m to > V) aI In In Ir 13+00 14+00 15+00 16+00 O 0 N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Civil Engineering Hydraulics; Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design 00 4--J N 0 • 4 J — J (n•-� I 0O V) � .. 0 c _0U)X 0 O Q� C Q > O o 312 3 •Q, cn •- 308 -� > c�v V C •� O O c: �- 304 0 Ln rLOn � 1 300 Z) O Q� 296 292 (f� 288 284 280 276 Of 4 Sheets 0 � I LANDSCAPE TABLE gE IJ�( IRED S4 ACRES X 43560SQFT/AC X 30 POINTS/1000SQFT = 2012 POINTS - OVIDED NUMBER EXISTING TREES* NUMBER PROPOSED LANSCAPING POINTS/EACH TOTAL POINTS 6 6" Water Oaks �)) q! , A i C O 200 1200 i 1 10" Cedar Elm ( 300 300 2 12' Cedar Elm ( d, i 300 600 1 8" Cedar Elm ( 6) 300 300 2 6" Cedar Elm f' LU 200 400 1 8" Water Oaks C K) 300 300 1 12" Water Oaks ( L) 306- 35 -sea- 3 �" 1 8" Locust N7 150 150 18 Wax Myrtle- Shrub 10 180 r ►�� /C'')�KS � D��j� Needlepoint Holly -Shrub 10�"�. ,� �? �%Cy U rfY (/ � 2"-2-1/2" -Live Oaks 150 Total Provided rn,30 515el `ALL EXISTING TREES WILL BE BARRICADED WITH ORANGE SAFETY FENCING FENCING WILL EXTEND OUT AT 1 FOOT PER 1" CALIPER A G T-- V rYLW- I I 1 I,--- rA r..A 1F46M"w% , , *,;;;3 /,, - , ". 00 1" Of 4 Sheets 0 0 rn rn i No 0 L O U) 0 -F. N 0 0 a a 0 Y IN 0 Q N H 0 r tt � F } ISSUE DATES MINOR mom 0 MIMM00'' ■NE00 ■M000 MMM00 moma0 ■000O MEMO0 ■��00 mom00 ■ON00 ■o■00 MEN00 ■ME00 11111 mom ■ONOO ■o■00 MEM00 ONE ■0000 MMM00 MEN MMM00 MMM00 MEMO® ■ON13 ■MIM00 !!!ill ■NE00 MEMO0 MMIM00 Mom ■ENOO ■ENt70 ■■MOO MMMOO mom00 jMMM00 MMMI00 MEMO MON00 A13CHITECTUR AL AO-1 COVER/PROJECT DATA SHEET Al -I SITE PLAN A2-1 FLOOR PLAN LEVEL 1 A2- 2 FLOOR PLAN LEVEL 2 A2-3 FLOOR PLAN ATTIC A3-1 EXTERIOR ELEVATIONS A4-1 BUILDING SECTION A5-1 DETAILS A6-1 ROOM FINISH SCHEDULE A6-2 DOOR, FRAME, HARDWARE, & %'.;NDOW, SCHEDULES A6-3 DOOR, FRAME, HARDWARE, & Vv'INDOVI SCHEDULES A7-1 ENLARGED FLOOR PLANS A7-2 INTERIOR ELEVATIONS & DETAILS A7-3 ' INTERIOR ELEVATIONS & DETAILS A8-1 STAIR SECTIONS & DETAILS FS-1 FOOD SERVICE - KITCHEN S1-0 CONCRETE SPECIFICATION! SHEET S1-1 FOUNDATION) PLAN S2-0 FOUNDATION DETAILS S2-1 POST TENSION CABLE PLAN S3-1 FLOOR FRAMING PLAN SECOND FLOOR S4-1 BRACING PLAN FIRST FLOOR S4-2 BRACING PLAN SECOND FLOOR S5-1 ROOF RAMING PLAN S7-1 FLO(X FRAMING DETAILS S7-2 FLOOR FRAMING DETAILS S7-3 ROOF FRAMING DETAILS S8-1 SPECIFICATION SHEET S8-2 SHEAR MALL SCHEDULE P7-0 MEP SPECIFICATIONS M-1 MECHANICAL PLAN 1 M-2 MECHANICAL PLAN 2 M. MECHANICAL PLAN ATTIC M-4 HVAC DETAILS, SCHEDULES & RISERS E-1 POWER PLAN LEVEL 1 E-2 POWZR PLAN LEVEL 2 E-3 LIGHTING PLAN LEVEL 1 E-4 LIGHTING PLAN LEVEL 2 E-5 LIGHTING PLAN ATTIC E-6 ELECTRICAL DETAILS, SCHEDULES & RISERS P-1 PLUMBING PLAN LEVEL 1 P-2 PLUMBING PLAN LEVEL 2 P-3 PLUMBING PLAN ATTIC P-4 PLUMBING DETAILS, SCHEDULES & RISERS !d ....., '}• «.� ' mow^'' lom%' " (� L27 P'-111 k r Cy �41 y F-:=; I-j A F 11 -77 7 1 , I" T-\/" x r" r � 33 9 J PROPERTY OR BOUNDARY LINE - - BREAK LINE FOR DRAY' NGS COLUMN GRID REFERENCE B LEVEL LINE ---- REVISION -LATEST REVISION 0 ENCLOSED t" aTH A CLOUD 2 BUILDING SECTION CUT MARK 01 /A5-3 i WALL SECTION DETAIL CUT MARK � N PARTITION TYPE A DETAIL REFERENCE -ENLARGED DETAIL, 03/A5-2 OR AREA THAT IS ENLARGED REFERENCE TO LARGER SCALE 02 A52 PLAN OR SECTION DRAV.ING DETAIL NUMBER —� REFERENCE NUMBERING 07/A5-2 SHEET NUMBER T ELEVATION _ o1�%A3-1 W' NDOW REFERENCE O DOOR REFERENCE 10 ROOM REFERENCE 202 ISSUE TO BE RESOLVED HOLD (No Work sholl be Executed until HOLD Is removed.) KEYED NOTE 10 CODE 1994 STANDARD BUILDING CODE TOTAL AREA 17,693 SF NO. OF STORIES 2 OCCUPANCY GROUP R CONSTRUCTION TYPE $ 100"" SPRINKL.ERED (13R) 1 3 s - ! r � r 1 i C .. ._w _..... .:....... e...-.ua. a:..,. ,,.,u.r........ _ r. - •Ysu...v..a.:.sn...a. 1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PRO- JECT IN TERMS OF THE ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE TYPE OF STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THESE DRA%"I- INGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE PROJECT. ON THE BASIS OF THE GEN- ERAL SCOPE INDICATED, DESCRIBED, OR IMPLIED, THE CONTRAC- TOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND TIMELY CO%"jPLETION OF THE !FORK. 2. ALL WORK SHALL BE PERFORMED AND CO�?'PLETED IN STRICT COMPLIANCE V.1TH ALL APPLICABLE CODES AND/OR REGULATIONS HAVING JURISDICTION OVER THE 1 *ORK AND SHALL BE PERFORM- ED IN A GOOD V:ORKMANSHIP LIKE MANNER IN ACCORDANCE %MTH ACCEPTED TRADE STANDARDS BY EXPERIENCED CRAFTSMEN SKILL- ED 114 THEIR RESPECTIVE TRADES. 3. PRIOR TO THE CO.MWENCEMENT OF ANY WORK, THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND ALL EXISTING ON -SITE CONDITIONS. THE CONTRACTOR SHALL RE- PO'ZT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS PRIOR TO THE COMM. ENCEMENT OF ANY WORK IN QUESTION. 4. THE DRAWNGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS DESIGNATED BY A DATED IFC ISSUE NOTATION LOCATED IN THE TITLE BLOCK. 5. COORDINATE THESE DRAII4NGS WITH THE CIVIL DRAViINGS AS PREPARED BY M GROUP CONSULTING ENGINEERS 3 }] i 10-28-99 ISSUE FOR REVIEW AND PRICING 01-05-00 ISSUE FOR PERMIT AND CONSTRUCTION or COP Fb.11".:�'Q 07Y CITY OF �LEGE STATION Building Inspection Department � Received -�-ob Reviewed - Ob '3 01/05/00 GRENErt BUILDIERS 7026 OLD KATY ROAD, SUITE 161 HOUSTON, TEXAS 77024 (713) 873-1213 FAX (713) 863-1216 CA XUA LKER COVISTRUCTIOL', EV\ICn 1543 SILBER HOUSTON, TEXAS 77055 (713) 956-7070 FAX (713) 957-3358 Xa. Y 511 UNIVERSITY DR. EAST, SUITE 204 COLLEGE STATION, TEXAS 77840 (409) 260-6963 FAX (409) 260-3564 E-MAIL: JOEL@MITCHELLANDMORGAN.COM own POPHAM r',,ALTIFR ARCHITIECTURE C: PLANKIH05 lr\jPCm 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 (713) 850-8575 FAX (713) 850-8242 -MAIL: OFFICE @ POPWALARCH.COM 771 SCA COVSULTNG EN11,101KHERS 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON, TEXAS 77074 (713) 779-7252 FAX (713) 779-1173 BATBATSOM Ci A SSOCEA,TES 9602 BUNDY HOUSTON, TEXAS 77080 (713) 4.68-2530 FAX (713) 4.68-2530 _77 77", .777,,.._ _77 . 7 777 PROJECT NO. 969 77-777771 • v rn rn pm co rn rn i� _ c c HANDRAIL ELEV. T PII�AL 1/4"=1'-0" 17* E AVDRAIL PLAN TYPIt�AL 1/4"-1'-O" �S 1'-6" 8" MIN. 8" SCR t VBALL.- 1/2"=1'-0" 7 _ 0 I 0 I i'-0" 6—WL 6—WL 6—WL UVI VEERSI TY OAKS BOULEVARD 60' R.O.W.. 39' Pvm't 6—WL 6—WL N ti PLAN NORTH TRUE NORTH SITE PLAN 1"=20' 1 oti 15 23" x 23" x 4'-0" HIGH BRICK MAILBOX ENCLOSURE WITH RADIUS TOP. PROVIDE FOUNDATION SIMILAR TO 17/A1-1. FINAL DESIGN TO BE DETERMINED IN THE FIELD. LOCATION TO BE COORDINATED WITH THE DEVELOPER 14 PAD MOUNTED TRANSFORMER WITH CONCRETE PAD, COORDINATE PAD SIZE AND THICKNESS WITH POWER COMPANY; COORDINATE LOCATION WITH CIVIL DRAWINGS 13 36" WIDE x 34" HIGH PAINTED STEEL GATE WITH SECURITY LATCH 12 1 1 /2" PAINTED STEEL HANDRAIL. COLOR AS SELECTED BY DEVELOPER 11 SEE CIVIL DRAWINGS FOR LANDSCAPE AND IRRIGATION REQUIREMENTS 10 DUMPSTER WITH 6' WOOD FENCE AND GATE; RE: CIVIL DRAWINGS 9 LOCATE ALL PENETRATIONS THRU THE ROOF ON THE SOUTH SIDE OF MAIN RIDGE. ALL PENETRATIONS AND ASSOCIATED VENT STACKS, SHALL NOT BE VISIBLE FROM UNIVERSITY OAKS BOULEVARD 8 NEW CONCRETE SIDEWALK; RE: CIVIL DRAWINGS 7 PRE -FINISHED ALUMINUM GUTTER, DOWN SPOUT, AND DIVERTER WITH CONCRETE SPLASH PAD. COLOR AS SELECTED BY DEVELOPER 6 GREASE TRAP; RE: PLUMBING DRAWINGS 5 COORDINATE LAYOUT OF CONCRETE WALK WITH EXISTING TREES 4 PATTERNED CONCRETE WALK (FROM STREET TO MAIN ENTRY); PATTERN SELECTED BY DEVELOPER 3 SCREEN WALL; DOUBLE WYTHE FACE BRICK WITH GALV. "TRUSS" TYPE REINF. AT 16" O.C.; FILL CAVITY SOLID WITH GROUT; SEAL BOTH SIDES AND TOP; SEE 17/A1-1 2 A/C CONDENSING UNIT; RE: MECHANICAL DRAWINGS 1 EQUIPMENT PAD; 4 1 /2" THICK, 3000 PSI CONCRETE WITH #4 BARS AT 15" OCEW, (4) CONT. 4 BARS AT PERIMETER WITH #4 x 18" DOWELS AT 16' O.C.; COORDINATE SIZE WITH MINIMUM DIMENSIONS SHOWN AND EQUIPMENT REQUIREMENTS; RE: 17/A1-1 DRAr,�!,IMG VOTES GENERAL NOTES A. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITY LOCATIONS WITH SERVICE PROVIDERS, PRIOR TO CONSTRUCTION 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM IATALI r" ��. ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ®POPWALARCH.COM OF 'tom 01/05/00 . r- THIS SHEET IS INCOMPLETE WITHOUT INFOR#NATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. rn CV v rn co E" O L O v Iz a v Y 0 00 (n 0) It L6 O O • r0 O 11 oc 133'- 7" 17'-4" 34'-3" 30'-5" 11'-6 1 /2" 25'-2 14'-2" 6'-10 1/2" 12'-8" 12'-8" 12'-8" 11'-1" 10'-10" 1o'-10" 11'-1" 12'-8" 12'-8" 12'-8" -10 1/2" 18'-10" 18'-10 1 18'-10" 19'-3" 18'-10" 18'-10" ,6 18'-1o" - 8" /A 1 7.. — N ( I I 1 I I w N � 110 A7-1rl -- —Fl --- � I F12_6_1 \ 0 0 fl LOBBY a/ 102 04 71�10_ 10 05t3 3 II ( SORAGE 't I J L. — — — — — — N w OFFICE MOTHER HOUSE BEDROOM IIII ) ( 0a° 103 If J=l f CLOSET 10 CLOSETk 1ltO1 ' - PANTRY O MEETING ao < a125 o in CHAPTER 2 oII CORRIDORCAJAN. 104FF. Z 45 47 0 _a�M i 8,-» 44 I (_ ---1 34'-3-1 , i ..A I E42 »0 �w1 TOILET9'-1» 8'-7"6 10'-3" 24'-p" r N I F-1F N IJ i 2 D2 7'-3" 7'-3"041 1'-1100 ' co a) _1 L—J ao J2 m 41 Lij aao �a at PWDER POWDER N o . I KITCHEN c y No N w 02/A2.1 Lu 0 rN N N 00� LL1; 12 -2» 2 39 DINING M`r4 p 2115 116 o =c zN 107 106 MECH. i3 STORAGE Ed CORRIDOR z STUDYPARLOUR 6,- " 1'-4" 124 _I _7/ L IIIf((III 00_ r--I . �NJDRqF. � (I ¢ k 2 -p" 7 — — 06 _CLOSET- I o: tn37 � --_� - o / 3o-fII 15 \ ® IIIIIIIIII N 3365 2 , - I D sI 22 08 Q 02/A2.1 — I OILET 111 i ' 012 Fl-22 d o TT 1018 OIL I—,- f ( 1LLJ s 9 LAUNDRY rN- 04 9 A7 jl_1A Itd '" MECH. rn M o 17 D LWJ[�]E�] 5'- 0" �2'-0. I II I1 linM '(0 o UP 1085'-7" 121 i20 119 I VEST u' 110 iII BEDROOM ACCESSIBLE o T.V. VEST. TAIR o STAIR o 5 34 03 A2-1 I I 13' 10" 255" 13' 10" I too — — — — I A7-1 — — — — — ------17 N 15'-9 1 /2" 4'- 4 4 -4 15'-9 1 /2" 6'-7" 7'-8" 5'-10" '-5 1 2" '-5 1 2" 5'-10" 7'-8" 6'-7" 15'-9 1 /2" 4 -4 4'-4 15'-9 1 /2" 17'-6" 5'-3" 17'-6" 11'-4" 30'-5" 11'-4" 17'-6" 5' -3" 17'-6" 40'-3" 53'-1" 40'-3" 2" 2x4 WD. FRAMING 5/8" GYP. BOARD 3 1 /2" BATT INSULATION 6" BATT INSULATION 2x6 WD. FRAMING WOOD TRIM THRESHOLD VINYL "J" MOLD VINYL CORNER MOLD 6" BATT INSULATION 1 /2" O.S.B. WITH BITUMINOUS DAMP -PROOFING SCHEDULE DOOR VINYL SIDING 1 /2" PLYWD. W/ BUILDING PAPER 2x6 WD. FRAMING VINYL SIDING 2x6 WD. FRAMING VINYL "J" MOLD SEALANT & BACKER ROD WD. BLOCKING 1 /2" O.S.B. SHEATHING WITH BITUMINOUS DAMP -PROOFING FACE BRICK 6" BATT INSULATION WALL DETAIL NO SCALE 0123 MECHANICAL ROOM 2x6 WALL 1 /2" RESILIENT FURRING CHANNELS ® 18" O.C. 5/8" TYPE "X" GYPSUM WALL BOARD ACOUSTICAL SOUND BATT, FULL THICKNESS OF WALL CAVITY SCHEDULED BASE SEALANT ACOUSTICALi 2"x6" INTERIOR WALL j2"x8" INTERIOR WALL 11 PUSH BUTTON RELEASE FOR MAGNETIC LATCH RE: DOOR & WINDOW SCHEDULE 10 AREA SEPARATION WALL (1 HOUR) WITH (1) ADDITIONAL LAYER OF 1 /2" GYPSUM BOARD ON BOTH SIDES TO FLUSH OUT WITH HOLLOW METAL DOOR FRAMES 9 WASHER AND STACK DRYERS, PROVIDED BY OWNER 8 PRE -WIRED, BUILT-IN IRONING CENTER WITH SAFETY LATCH 7 FIRE EXTINGUISHER MODEL: MP5-2A-10B: C, AND CABINET MODEL: FS-2409-6R 6 9'-O" HIGH CASED OPENING 5 PROVIDE AND INSTALL WALL MOUNTED T.V. BRACKET. COORDINATE LOCATION AND MOUNTING HEIGHT WITH DEVELOPER. PROVIDE BLOCKING IN WALL TO SUPPORT BRACKET 4 FIRE ALARM PANEL. RE: ELECTRICAL DRAWINGS N 3 FRAME OUT ROUGH OPENING (3'-0" x 8'-0") FOR FUTURE ti ELEVATOR DOOR 2 STRUCTURAL STEEL COLUMN. RE: STRUCTURAL DRAWINGS PLAN NORTH TRUE NORTH 1 PROVIDE DOUBLE ROD AND SHELF ON OUTSIDE WALL OF CLOSET. COORDINATE ROD & SHELF HEIGHT WITH DEVELOPER GENERAL NOTES A. THIS BUILDING SHALL BE FIRE SPRINKLERED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION, STATE OF TEXAS, AND NFPA 13R REQUIREMENTS. B. COORDINATE WALL THICKNESS WITH PLUMBING - RISERS, STRUCTURAL COLUMNS, ETC. PRIOR TO CONSTRUCTION 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING �014) 0 W z 4 Allp"walu HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS Pop'n"AM WATTERX ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE @ POPWALARCH.COM a2 2� o0 ED ARctii , s� 6726 Q� 01/05/00 THIS SHEET IS INCOMPLETE WTHOUT INFORMATION STATED O"J SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. FLOOR PLAN LEVEL. 1 1/8"=1'-0" Cif DRAWING VOTES"I a, 3 N N 0 rn cD A O L O V) 0 a� 0 0 a a 0 Y Li 00 J i) N N O C] • OR 133'-7" 12'-8" 12'-8" 12'-8 1/4" 30'-5" 13'-," 12'-8" 12'-8" 13'-2" 6'-10 1 /2" 12'-8" 12'-8" 12'-8" ll'-," 10'-10" 10'-10" l l'-l" 12'-8" 12'-8" 12'-8" 6'-10 1 /2" I I I I 0 1 A4-1 I Ii l ► 1 IFYI l 230 I 226 227 228 22 BALCONY 203 204 205 206 I BEDROOM BEDROOM BEDROOM BEDROOM L OF STAIR 6/AB-1 BEDROOM BEDROOM BEDROOM BEDROOM N _I I 2-PERSON 2-PERSON 2-PERSON 2-PER ON EOUALl EQUAL 2-PERSON 2-PERSON 2-PERSON 2-PERSONrl I _I I = 7� @ 8® o i i 01 4 ® 0© ® 10 11 11 3 ��h,70i it 11 s s � N � � (0 11 14 = 225 7�4 = ,__ -____ 5 A7 1 6'-0" 0 18'-5" 6'-0" 202 4 0 8 A7-1 0 0 JAN. 202 0 ,---------- --M -- , CORRIDOR ,----------,r-------- --- I I ' I i r-1 -9 I 1 -9 -1 I 207 tt5 -e 17t n n , , » / + a (D 3 - O CORRIDOR i -F.E.6 -4 8 -5 I 11 4 i o i y l l -4 r y 8 -5 y 6 -4 F.E. ca ` JAN. i ' 2'-6" 4'-2" iO4 t51 4 i ;.� ; DN i 3 i I 3 i4 1 — 4 -9 ©, I� ®I I ® ' ' ' ' 208 in 7 in , ih 116 = _ 224 + n 1 to ' ' �, R. i t 9 -5 201 = ' ,` % ' to BEDROOM I I -}- BEDROOM �- i i 2-PERSON 'Cli2-PERSON i Q VEST, \tot iv 1 ' 1 ;04 i 9'-5" ; t17 I ® U ''� I s\ i 5 I 00 N � � 3 � ' � � � I I �r 223 C� i 218 i 2 7 4� he F E. 4A A A r- 3 J, , Its 1 = 209 in - -�- BEDROOM 16 i ® BATH i BED OOMI ® N ,n i ® i t2t � BEDROOM -�- 2-PERSON COMMON ;4 -PE SONI I 4 11 1 I 141 a I I ; 213 ; ,� 2-PERSON �`' ® i 11�N 1 BATH , 0 214 i COMMON ® ' ® ; 'n 215 iv \ BEDROOM i N r ' 43 I = 1 —1- w ©® 4-PERSON , , N I = , o'Q 1 HI i14 BEDROOM \ 1 I I I 3 ; 216 2-PERSON 1 - - I ® I 5 :-U `n 1 l— r 4 BEDROOM 3 222 s �\ ® I 1 -PERSON 1 I ( 2 � 210 - �-� `r BEDROOM ® --- --- ----------- 2 '`� BEDROOM 2-PERSON 1'_ o — I — 0 2-PERSON 5 I ! 212 r13t \ N BEDROOM - ' _ - __ - BEDROOM ® - �_ 5 2-PERSON T _ _ _ _ _ T 2-PERSON I I� i " N low- � � � 3 -8 3/4 IL 12' 1" 12' 6" I L- t 2 = 221 w 220 I M r 04 a a N M I 211 M M �I BEDROOM ,,. � 5 TO ATTIC 2 -11 2 -11 Tx w _ STAIR ' 4 BEDROOM I _ ( 2-PERSON (1 I I - - w �, 1 I 2 2-PERSON I = M o Il`y 0 .- I DN DN I Q I I I i 13'-7" 13'-0" 13'-7" 6'-7" 17'-4" 6'-0" 16'-11" 13'-10" 25'-5" 13'-10" 17'-4" 6'-0" 16'-11" 133'-7" 4 FIRE EXTINGUISHER MODEL: MP5-2A-10B: C, AND CABINET MODEL: FS-2409-6R 3 MECHANICAL CHASE, (1) HR RATED; EXTEND MECHANICAL CHASE TO UNDERSIDE OF ROOF DECK. SEE SHEET Al-1 FOR ADDITIONAL REQUIREMENTS REGARDING PENETRATIONS THRU THE ROOF. COORDINATE CHASE DIMENSIONS WITH MECHANICAL REQUIREMENTS N PRIOR TO CONSTRUCTION ~ 2 PULL DOWN ATTIC STAIR 1 FRAME OUT ROUGH OPENING FOR FUTURE 3'-0" x 6'-8" DOOR PLAN NORTH TRUE NORTH . FLOOR PLAN - LEVEL 2 1/8"=1'-0„ 1 Otj:] DRAWING MOTES GENERAL NOTES A. THIS BUILDING SHALL BE FIRE SPRINKLERED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION, STATE OF TEXAS, AND NFPA 13R REQUIREMENTS. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS OP"' H A M WALINE'l Zh ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ® POPWALARCH.COM 01/05/00 rn THIS SHEET IS INCO1~APLETE WITHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. 0 0 no >1 0 L_ 0 V) 0 Q_ Q_ 0 \11 ?wq s r 0 III °I it II Fr- F -IF' T III II II II II II II II II III. I III II II li I II I ' JI II II .III _j E;7- 9__ u__ G7-- 7 F I F_ IIL � �� J� � it '' o� II �� - �� I! II II it II ICI I _j L_ - _rL _j II IIt;Io :1111 1, II Gl�=III II tll 41 II III I 1E 11 - - - - - - - - - - - - - JL F F-_-1 _r-_j F Fr — — — — — — — — — — I — p e� LL� _j F n J L IIL Jt jILJLF EIF - — — — — — — — =0 u u I II iIFc—_jI --- I F_ L III =0 II __j I it I=0 ll n In IF -IF III rLi II II II Ill III I j I ��-_ _ = _ J L _j — — — — — — — - - - - --- - - - - I ill III I ( III � I ®° III J L I Iil II I I 'I(- jl � 1 I F.. II I NMIIIII �__---__ �'_� � j ( UP N .4, PLAN NORTH TRUE NORTH rzm3/4" PLYWOOD DECKING/ CATWALK, SECURED TO ROOF TRUSSES. COORDINATE 2' WIDE CATWALK WITH ACTUAL LOCATION OF MECHANICAL EQUIPMENT RE: MECHANICAL DRAWINGS 2 (1) LAYER OF 5/8- TYPE -X- GYPSUM BOARD WITH TAPED SEAMS, SECURED TO ONE SIDE OF ROOF TRUSSES FOR DRAFTSTOPPING. PROVIDE 3' x 6'-8" WOOD FRAMED, PLYWOOD DOOR WITH SPRING LOADED HINGES, TO ALLOW ACCESS BETWEEN AREAS 1 SURFACE MOUNTED FIRE EXTINGUISHER MODEL: MP5-2A-10B: C AND BRACKET MODEL:821 GENERAL NOTES A. THIS BUILDING SHALL BE -FIRE SPRINKLERED .IN ACCORDANCE WITH THE CITY OF COLLEGE STATION, STATE OF TEXAS, AND NFPA 13R REQUIREMENTS. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING m 0 00) z 0 an, on UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS WGJW5111� ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE @POPWALARCH.COM �7 01/05/00 THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT @ 1999 POPHAM WALTER ARCHITECTS, INC. O T_ o I FLOOR PLAM - ATTIC 1/8"=19-0* 1 ofrj) I DRAWING VOTES 1 • h >, 0 L_ 0 V) v a a v Y t- 00 V) N r-- N 0 SOUTH ELEVATION 1/8"=1'-O" 07 N NORTH ELEVATION 1/8"=1'-0" 0 BEST ELEVATION 1/8"=1'-0" 0 EAST" ELEVATION 1/8"=1'-0" 1 0 23. COLUMN; SMOOTH; PRE MANUFACTURED BY PERMA—CAST; PAINTED 22. HOLD WEEP HOLES AND THRU WALL FLSHING UP ONE COURSE ALONG ENTIRE LENGTH OF AREA TO RECEIVE BRICK PAVERS 21. PRE —MANUFACTURED ADDRESS PLATE; (PROVIDED BY OWNER) CONTRACTOR INSTALLED 20. PRE —FINISHED ALUMINUM GUTTER, DOWNSPOUT AND DIVERTER WITH CONCRETE SPLASH PAD. COLOR AS SELECTED BY DEVELOPER 19. LOUVER WITH INSECT SCREEN PAINTED. RE: MECHANICAL DRAWINGS 18. PAINT GRIP, GALVANIZED METAL FLASHING AT FIREPLACE; PAINT TO MATCH BRICK 17. FIBERGLASS ACCENT PANEL; PAINTED 16. 6" HIGH FIBERGLASS CROSSHEAD; PAINTED 15. 18"x6' VINYL SHUTTERS; COLOR AS SELECTED BY DEVELOPER 14. 18"x8' VINYL SHUTTERS; COLOR AS SELECTED BY DEVELOPER 13. 1x8 VINYL SIDING AND TRIM ON 1/2" THICK PLYWOOD SHEATHING 12. MASONRY CONTROL JOINT; SEE 01 /A5-1 11. LOUVER WITH INSECT PROOF SCREEN BEHIND FIBERGLASS ACCENT PANEL; SEE MEP DRAWINGS E COLUMN; SMOOTH, PRE —MANUFACTURED, GLASS REINFORCED CONC ETE; SPLIT AND SECTIONAL; PAINTED 9. CONTINUOUS RIDGE VENT 8. SCHEDULED DOOR AND FRAME; PAINTED 7. SCHEDULED WINDOW AND TRIM; PAINTED 6. WOOD FASCIA AND TRIM; PAINTED 5. RAILING; PRE —MANUFACTURED STEEL & FIBERGLASS; PAINTED 4. COMPOSITION SHINGLE ROOFING 3. FACE BRICK; ROWLOCK COURSE 2. FACE BRICK; SOLDIER COURSE 1. FACE BRICK; RUNNING BOND WITH 3/8" CONCAVE JOINT _ rt GENERAL MOTES A. ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO BIDDING B. FINAL SELECTIONS FOR ALL FINISHES, FINISH MATERIALS, COLORS, TEXTURES, ETC., SHALL BE MADE BY THE DEVELOPER C. EXTERIOR WOOD & TRIM, DOORS & FRAMES, SHEET METAL FLASHING, ROOF JACKS, ETC.: (1) COAT PRIMER, (2) FINISH COATS SEMI —GLOSS ALKYD ENAMEL; BENJAMIN MOORE. BACK PRIME ALL EXTERIOR WOOD D. PROVIDE -HOT DIP GALV. STEEL LINTEL V ~'_ES AT ALL MASONRY OPENINGS; PAINT TO P ' BRICK,' SEE STRUCTURAL DRAWINGS 1 VALUE ENGINEERING 12-23-99 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KA"A. DELTA ain UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE @ POPWALARCH.COM 0 2 on D ARcy O. W Y 1 J'j, 672E P� OF 01/05/00 THIS SHEET IS INCOMPLETE V',4THOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. s - 2X WOOD FRAMING 1/2" THICK O.S.B. SHEATHING WITH BITUMINOUS DAMP -PROOFING 1 /2" GYP LAP SHEATHING. TAPE ALL JOINTS. THINSET BRICK VENEER W/ BRICK AND GROUT TO MATCH EXISTING. SEAL BRICK AND GROUT. GROUT TO MATCH BUILDING GALV. METAL FLASHING COMPOSITION SHINGLE ON 15 LB. BUILDING FELT. 5/8" THICK CDX PLYWOOD GALV. METAL FLASHING FULL BED OF SEALANT 2X WOOD BLOCKING ROOF TRUSSES CI I ICY I-L S II G MI IL 1/8" 20 I iz FIN. FLR. AK LEVEL-2 4 F.M. DES. FC-172 SIM) (1 HOUR) AT CORRIDOR ONLY a I M 12 8 1 SLOPE N.T.S. _@y= OPEN 20 A4-1 (SIMILAR) A.H.U. 12 SLOPE 1 8 N.T.S. PRODUCTS A. VAPOR BARRIER; 6 MIL., CLEAR VISQUEEN, TAPE SEAMS B. MOISTURE BARRIER; BITUMINOUS DAMP PROOFING. C. COMPOSITION SHINGLE ROOFING; GAF, TIMBERLINE, (DIMENSIONAL) 30 YEAR WARRANTY D. MASONRY WALL TILES; HECKMAN, 315-C AND 316 E. MEMBRANE FLASHING; NERVASTROL, 20 MIL. F. FIBERGLASS COLUMNS; GLASS REINFORCED CONCRETE, SPLIT AND SECTIONAL, PAINTED G. ATTIC STAIR; BESSLER STAIRWAY COMPANY, 30" x 54" H. BI-FOLD MIRROR DOORS; STANLEY SERIES 4400 J. BALCONY MEMBRANE FLASHING; USG "PEEL & STICK", 60 MIL K. SEALANT; SONNEBORN OR TRIMCO 10 A5-1 08/A5-1 SLOPE 02 A5-1 TRUSS 1_ tv iv TOP OF � TRUSS 1 7 BOTTOM OF I `' 24 3© 2N3© 49 50 49 ® 3© j 0 TRUSS _ �' 0 I:::_4 irva ' i9 4 41 U ! 41 U.L. DES. L-528 4 4 (D10 12 4 (1 HOUR) -« PROVIDE DRAFTSTOPPING - 41 AND FIRE BLOCKING AT FLOOR/CEILING ASSEMBLY, Oo i AS REQUIRED BY CODE Q i / 1s 50 10 A5-1 a� 16 pn 15 6 'I 2 4 Q ,O 0 h 06 A5-1 �... 1 a� rl 7 N 45 4 5 4 H- u u LAI Lil 11 x� N 7 p FIN. FLR. j EE 111111I aillf I LEVEL-1 0- ( t .,. _...u. ....... - ,.....-.. . ... ..v�. ... ..m. ..a'- .... ., aa, a.".n*x�v'ers amp ..-. ,ryyu-.T ;. \ CO 4 Al 3 2 1 Q Q a IJ 4 46 1. COMPACTED SUB -GRADE 9. 1 /2" THICK O.S.B. SHEATHING WITH BITUMINOUS 19. RAILING; PRE -MANUFACTURED STEEL (16 GA. MIN.) AND 27. TYPICAL LOAD BEARING WALL AT LEVEL 1: (2) 2 x 4 WOOD 35. NOT USED 41. DOOR TRIM 1, AS SCHEDULED L` D MP -PROOFING AT CAVITY SIDE FIBERGLASS (PAINTED) STUDS AT 16" O.C.. WITH (1) LAYER, 5/8" THICK, TYPE "X" 2. 2" SAND GYPSUM 10. 2 x 8 WOOD STUDS AT 16" O.C. A20. COMPOSITION SHINGLE ROOFING ON (1) LAYER 15 LB. ATTENUATION R INSULATION; D EACH EUl. DES. TH 3 1 U2 3 51(1 HOUR)00 CK SOUND 36. 24"� COLUMN; SMOOTH: PRE -MANUFACTURED, GLASS 42. DOOR TRIM 2, AS SCHEDULED 3. VAPOR BARRIER; EXTEND FOR FULL COVERAGE UNDER BUILDING FELT REINFORCED CONCRETE, SPLIT AND SECTIONAL; 'I -,ENTIRE SLAB 11. 2 x 4 WOOD STUDS AT 16" O.C. 28. WOOD BASE 1, AS SCHEDULED PAINTED Q 43. PROVIDE CLEAR AREA SHOWN FOR ACCESS TO to MECHANICAL EQUIPMENT. RE: MEP DRAW'NGS " " " 21. 5/8" THICK PLYWOOD DECKING 37. OPEN AREA; COORDINATE WITH MECHANICAL, O 4. CONTINUOUS CONCRETE GRADE BEAM; RE: STRUCTURAL DRAWINGS 12• 1 LAYER, 5/8 THICK, TYPE X GYPSUM BOARD 29. CONTINUOUS VINYL SOFFIT VENT ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, 44. WOOD BASE 1, AS SCHEDULED FOR SIZE AND REINFORCING 22. PRE -MANUFACTURED WOOD "FINK" TRUSS; SEE FRAMING > 5. CONCRETE SLAB; RE: STRUCTURAL DRAWINGS FOR THICKNESS 13. BATT INSULATION; 6" THICK, R-19, KRAFT PAPER FIBERGLASS DRAWINGS FOR SPACING 30. (2) LAYERS, 5/8-THICK, TYPE "X" GYPSUM BOARD SIZES, AND LOCATIONS 45. WOOD BASE 2, AS SCHEDULED V) AND REINFORCING " " " 38. TYPICAL CORRIDOR WALL AT LEVEL 2: 2x4 WOOD " 14. BATT INSULATION; 4 THICK, R-11, KRAFT PAPER FIBERGLASS 23. PRE -MANUFACTURED WOOD PLATT TRUSS; SEE FRAMING 31. CONTINUOUS RIDGE VENT STUDS AT 16" O.C. WITH (2) LAYERS 5/8" THICK, 46. PROVIDE 1/2!'CHAMFER ON OUTSIDE EDGE .6. TYPICAL INTERIOR WALL: 2 x 4 WOOD STUDS AT' 16 O.C., DRAWINGS FOR SPACING OF CURB. RE: STRUCTURAL DRAWINGS 0 WITH (1) LAYER, 5/8" THICK, TYPE "X" GYPSUM BOARD EACH 15. SCHEDULED WINDOW 32. FACE BRICK; SOLDIER COURSE TYPE X GYPSUM BOARD ON BEDROOM SIDE; (1) LAYER " 24. 1 1 /2" GALV. FURRING CHANNELS AT 16" O.C. 5/8" THICK, TYPE "X" GYPSUM BOARD ON CORRIDOR SIDE SIDE WITH 3 1/2 THICK SOUND ATTENUATION INSULATION; 47. CROWN MOLD 1, AS SCHEDULED rrj WITH 3 1 /2 THICK SOUND ATTENUATION INSULATION; U.L. DES. U-305• (1 - HOUR) 16. SCHEDULED DOOR AND FRAME 25. (1) LAYER 3/4" THICK T&G PLYWOOD DECKING/ CATWALK • 33. FACE BRICK; ROWLOCK COURSE U.L. DES. U-305 (1 HOUR) 48. CROWN MOLD 2, AS SCHEDULED • 7. BRICK PAVERS 17. VINYL SOFFIT & TRIM; AS SELECTED BY DEVELOPER 34. 1x8 VINYL SIDING AND TRIM 49. PAINTED 1 x6 TRIM 26. 3/4" THICK GYPSUM DECK; 2,500 PSI AT ALL 39. CHAIR RAIL 1, AS SCHEDULED 8. KING SIZE FACE BRICK; 1/3 RUNNING BOND WITH GALV. WALL 18. 12"0 COLUMN; SMOOTH, PRE -MANUFACTURED BY PERMA-CAST• CORRIDORS; 2,000 AT ALL OTHER AREAS 50. SCHEDULED WALL FINISH O TIES AT 16" O.C. HORIZONTAL AND 16" O.C. VERTICAL, STAGGERED PAINTED 40. CHAIR RAIL 2, AS SCHEDULED O o ! TYPICAL BUILDI G SEC`iIO 3/8" = V-0" 01 GENERAL NOTES A. FINAL SELECTIONS FOR ALL FINISHES, FINISH MATERIALS, COLORS, TEXTURES, ETC., SHALL BE MADE BY THE DEVELOPER B. . PROVIDE HOT DIP GAL.. STEEL LINTEL ANGLES AT ALL MASONRY OPENINGS; PAINT TO MATCH BRICK RE: STRUCTURAL DRAWINGS C. OFFSET ALL BACK TO BACK JUNCTION BOXES, SWITCH BOXES, ETC. SEAL AROUND ALL BOXES WITH SEALANT D. SET ALL SILL PLATES IN A CONTINUOUS BED OF SEALANT, SEAL TOP AND BOTTOM OF GYPSUM BOARD WALLS WITH SEALANT E. TREAT UNDER ENTIRE SLAB AREA FOR TERMITE` (WITHIN 48 HOURS PRIOR TO POURING). TERM TREATMENT SHALL CONTAIN A COLf)RED DYE F. SEAL AROUND ALL WINDOW AND 0 R JAMB/HEAL) CONDITIONS WITH FOAM SEALA' 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242. E-MAIL: OFFICE O POPWALARCH.COM 01/05/00 [LA �. THIS SHEET IS INCOMPLETE MTHOUT INFORMATION STATE() ON SHEET Ai PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. c 0 L0 v rn 0) v 0 v a 0 v o I ,1 rn 0 r� J V) L0 O 66 c0 O O h r7 O O JAMB SIMILAR 0) 33 a 1 X Q w. a 0. o a. Q Q TYPICAL AT ALL EXTERIOR DOORS HOLLOvv mTL. DOOR SILL 3"=1'-0" 1� JAMB SIMILAR r I DO f MEAD LEVEL 2 r N \ L� JAMB SIMILAR "IDOL DEAD LEVEL 1 3"=1'-D" 110 TYPICAL AT LEVEL - 2 BALCONY I#1'DO V1, SILL 3"=1'-0" T ®S TYPICAL AT LEVEL - 1 WALL BASE 3"=1'-O" 1 06 TYPICAL EEAV DETAIL. 3"=1'-O" O� EDGE OF BALCOVYm a a i r-lASOMRY CONTROL JOlrlT 3"=1'-o" 01 GENERAL NOTES A. FINAL SELECTIONS FOR ALL FINISHES, FINISH MATERIALS, COLORS, TEXTURES, ETC., SHALL BE MADE BY THE OWNER B. PROVIDE HOT DIP GALV. STEEL LINTLE ANGLES AT ALL MASONRY OPENINGS; PAINT TO MATCH BRICK; SEE STRUCTURAL DRAWINGS C. OFFSET ALL BACK TO BACK JUNCTION BOXES, SWITCH BOXES, ETC,. SEAL AROUND r,Jl BOXE"- WITH SEALANT. D. SET ALL TREATED SILL PLATES IN A CONTINUOUS BED 53. FULL BED OF SILICONE SEALANT OF SEALANT. SEAL TOP AND BOTTOV. OF GYPSUM BOARD WALLS WITH SEALANT. 52. 60 MILL MEMBRANE FLASHING; (U.S.G. "PEEL AND STICK") E. TREAT UNDER ENTIRE SLAB AREA FOR TERMITES, 51. SCHEDULED BASE WITHIN 48 HOURS OF POURING. TERMITE TREATMENT SHALL CONTAIN A COLORED DYE 50. FILL AREA WITH GROUT; TO PROVIDE DRAINAGE TO WEEP HOLES F. SEAL AROUND AFL DOORS AND WACOWS WITH FOAM SEALANT 49. 1/4 COVE MOLDING; PAINTED 48, 1 x 12 TRIM; PAINTED M 47. WOOD BEAM; RE: STRUCTURAL DRAWINGS 46. CONTINUOUS MEMBRANE FLASHING 45. 1' x 2" TRIM; PAINTED 44. 2" x 2" BRICK MOLD; PAINTED 43. GYPSUM BOARD PANEL WITH CABINET MOLD NO. CM9 BY LONE STAR PLYWOOD AND DOOR; PAINTED 42 Y 1 8" THICK TONGUE & GROOVE PLYWOOD 41. 1 /2" THICK O.S.B. Al 40. x 12 A IA; PAINTED 39. 1 x 2 DRIP; PAINTED 38. 1 x 4 TRIM WITH RADIUS EDGE; PAINTED 37. FIBERGLASS ACCENT PANEL; PAINTED 36. 2 x 6 TRIM; PAINTED 35. 3,000 P.S.I. CONCRETE TOPPING SLAB 34. CONTINUOUS, PAINT -GRIP GALV. SHEETMETAL FLASHING AND COUNTER FLASHING; PAINT TO MATCH BRICK 33. ANODIZED ALUMINUM THRESHOLD; SET IN FULL BED OF SEALANT 32. CONTINUOUS SEALANT AND BACKER -ROD 1 VALUE ENGINEERING 12-23-99 31. GALV. STEEL ANGLE LINTEL; PAINT TO MATCH BRICK; SEE STRUCTURAL DRAWINGS 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 30. 1x PAINT -GRADE HARDWOOD TRIM 10-28-99 ISSUE FOR REVIEW AND PRICING 29. SEALANT YCAAPPA DELTA 28. 1 /2" THICK, MDO PLYWOOD ACCENT PANEL; PAINTED 27. PROVIDE WEEPS AT 16" O.C. S 0 R 0 FUT 26. CONTINUOUS, PAINT -GRIP GALV. SHEETMETAL RAIN DRIP; HOUSE PAINT TO MATCH SHINGLES 25. 6" HIGH FIBERGLASS CROSSHEAD; PAINTED UNMERSITY OATS BOULEVARD RE: EXTERIOR ELEVATION COLLEGE STATION, TEXAS 24. FACE BRICK; ROWLOCK COURSE 23. CONTINUOUS VINYL SOFFIT VENT HEDULED TRIM; E: ROM IN SCHEDULE L20.(l) 4" THICK, POURED GYPSUM DECK Q LAYER 3/4" THICK &G LYWOOD DECKING 19. 1 1 /2" GALV. FURRING CHANNELS AT 16" O.C. 18. PRE -MANUFACTURED WOOD "ROOF" TRUSS; RE STRUCTURAL DRAWINGS 17. PRE -MANUFACTURED WOOD "FLOOR" TRUSS; RE STRUCTURAL DRAWINGS 16. 5/8" THICK PLYWOOD DECKING 0 Pl IAlb 6' 14, 15. COMPOSITION SHINGLE ROOFING ON (1) LAYER 15 LB. tT `-�'' BUILDING FELT ARCHITECTS,• IN 14. RAILING; PRE -MANUFACTURED STEEL (16 GA.) & FIBERGLASS (PAINTED). BOLT RAILING TO STRUCTURAL COLUMN AND TO WOOD BEAM BELOW. SET RAILING IN A CONTINUOUS BED OF SEALANT 5599 SAN FELIPE, SUJ(" :�-r,0 HOUSTON, TEXAS 77056 13. STEEL ANGLE; RE: STRUCTURAL DRAWINGS 7FI_EPHONE 713.850.8575 r F.CSIMILE 713.850.8242 12. VINYL SOFFIT & TRIM. STYLE AND COLOR AS E-MAIL: OFFICE cs POPWALARCH.COM SELECTED BY DEVELOPER 11. SCHEDULED DOOR AND FRAME 10. SCHEDULED WINDOW lb 9. BAT71INSULATION; 4" THICK, R-11, CRAFT -PAPER, FIBERGLASS ' 8. BAT' I`_ATION; 6" THICK, R-19, CRAFT -PAPER, FIBERGLASS 7. (1) LA': _r�, 5/8" THICK, TYPE "X" GYPSUM. BOARD 1R / 6. 2 x 4 NAILERS / FRAMING r 5. x8S D AT16"O.C. Jj 6726 q7 OF 4. 1 /2" THICK O.S.B. SHEATHING; WITH BI OM�INOU�SDAM�P- PROOFIN", ',AT CAVITY SIDE 1 01 j05%00 3. KING SIZE '`-ACE BRICK/ 113 RUNNING BOND WITH GALV. WALL TIES AT 16" O.C. HORIZ. AND 16" O.C. VERT., STAGGERED 2. BRICK PAVERS 1. CONCRETE SLAB; SEE STRUCTURAL DRAWINGS FOR THICKNESS AND REINFORCING THIS SHEET IS INCOMPLETE VTHOUT INFOPMATION STATEr" ON .�E 1117ET AO-1 PROJECT NO. 969 DRAWING i OTES COPYRIGHT C@ 1999 POPHAM WALTER ARCHITECTS, INC. r, O am 0 0 0 a R 0 0 P14 F I M I SH" IS C H MD"u" L E L E 'VE L I LEFT RIGHTI Uzi FRONT (N) 0 0 DIMSION OF ROOM INTO FRONT, BACK, z 4b a LEFT AND RIGHT. TO WHICH FINISH V) IS THE SAME AS THE NO NAME 0:1 =1 JANITOR CLST. ACCESS BRM. ii�ii�i�■iimii��l 5��■■�i�i��i�i■gii�i� OE �.� �I CH L'VEL ROOM FLOOR d A SEA WALLS MOLDINIGS & TRIM CLG. CLO. REM. ARKS HT. O BACK 0 w o N � �, M 0 Q p Q r- O z Z Q LEFT .* RIGHT .. co v O m O F_ !- ¢ 00 O O 0 ** N i o 0 `'' �' m z a O N .. ,-. F= 0° 0° a FRONT (N) o C) O .. �� °° `� ��/ cn ¢ m N O Z (n (n /\ m N Z 0 w O Z .. Q: rn N w w .. Q% r O °' z It z v w N ,�� ¢ m " w a y. z �' a 3 O w W w �- t - O �- z CN N � ►w- O O ? w N r > - DIVISION OF ROOM INTO FRONT, BACK, N M .. ►w- w w aw- O O o O a �p � �-� J Z Z z v `-' � O z c� o LEFT AND RIGHT. O z O v Z O O 0 O m p p O O w (� `. N O `' r- N Z_ p p Z DOT INDICATES WALL Li uj�'� w J U Z w �' w JLi U p �-`� Z O U F- (n Q .- N p p .- N 1 O Z w F- � TO WHICH FINISH O z O z O z O J F w cwi� O¢ Z Q W (n 3 -j -4 o o d_ m_ 7_ J F v (Wn ¢ Q 3 aJ d ¢ d to w Q ¢ ¢ m m m- p¢ Q CL IS THE SAMEASTHE f- w ►- w f- w w v_ o (y� w -� J N w m m U d' N ¢ xw 3 Q w J J U' U_ Z (n �- 3 O 3 O NO a x c� Z FLOOR PLAN.. a d a p O Q w J ¢ m p O p O ¢ � w > .- x Z x O J -� Z ¢ � w Q ¢ Q 3 O O -� w O � O Z Z x p x O NO NAME v v v- a v is 3:: v a w 5 3 � 0 v v v z o o � � a � w v vwi 0 0 c� 201 VESTIBULE ''` '1' '1' '-6. 9 202 CORRIDOR 91-6" 203 2-PERSON BR 9'-6" 13.14 204 2-PERSON BRM 9'-6" 13.14 205 2-PERSON BRM �< �(< �< �(< �< 9'-6" 13,14 206 2-PERSON BRM 9'-6" 13,14 207 JANITOR CLOSET 208 2-PERSON BRM 9'-6" 13,14 209 2-PERSON BRM 9'-6" 13.14 210 2-PERSON BRM 9'-6" 13,14 211 2-PERSON BRM 9'-6" 13, 14 212 2-PERSON BRM 9'-6" 13,14 213 COMMON BTRM. 9'-6" 17 214 4-PERSONBRM 9'-6" 13.14 215 2-PERSON BRM 9'-6" 13.14 216 2-PERSON BRM 9'-6" 13,14 217 4-PERSON BRM 9'-6" 13,14 218 COMMON BTRM.< �< �< * 9'-6" 17 219 2-PERSON BRM 9'-6" 13.14 220 STAIR 3 VARIES 10 GENERAL NOTES A. ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO BIDDING. B. FINAL SELECTIONS FOR ALL FINISHES, FINISH MATERIALS, COLORS, TEXTURES, ETC., SHALL BE MADE BY THE DEVELOPER. C. ALL INTERIOR DOORS, MOLDINGS AND TRIM: (1) COAT PRIMER, (2) FINISH COATS SEMI -GLOSS LATEX ENAMEL; BENJAMIN MOORE. BACK PRIME ALL INTERIOR TRIM MOLDING. D. INTERIOR PAINTED WALLS AND CEILINGS; (1) COAT PRIMER, (2) FINISH COATS EGGSHELL LATEX ENAMEL; BENJAMIN MOORE. E. EXTERIOR DOORS, WOOD DOOR FRAMES & TRIM; ROOF JACKS & VENTS, ETC. (1) COAT PRIMER, (2) FINISH COATS, SEMI -GLOSS ALKYD ENAMEL; BENJAMIN MOORE. ALL FACTORY PRIMED MATERIAL SHALL RECEIVE (1) ADDITIONAL PRIMER COAT. BACK PRIME ALL EXTERIOR WOOD F. EPDXY PAINTED WALLS AND CEILING: (1) COAT PRIMER (2) COATS OF EPDXY PAINT; BENJAMIN MOORE. G. THROUGHLY CLEAN ALL SURFACES AND PREPARE SUBSTRATES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF AN"' FINISH MATERIAL. VERIFY MOISTURE CONTENT OF A.LI MATERIALS PRIOR TO INSTALLATION. H. ALL GYPSUM BOARD WALLS SHALL RECEIVE A LEV' FINISH. PROVIDE MEDIUM ORANGE PEEL, ROLLED TEXTURE TO ALL WALLS EXCEPT AT AREAS TO RE:.f , '.'":: VWC OR WALL PAPER. CEILING TEXTURE SHALL BE SPRAYED ON. TEXTURE PATTERN AS SELECTED BY THE DEVELOPER. J. ALL GYPSUM BOARD CEILINGS SHALL RECEIVE A SPRAYEE ON TEXTURE, AS SELECTED BY DEVELOPER. K. SEE BUILDING ELEVATIONS, SECTIONS, STAIR DETAILS ANC MEP DRAWINGS FOR ADDITIONAL ITEMS TO BE PAINTED L. INSTALL MOISTURE RESISTANT GYPSUM BOARD (WALLS & CEILINGS) IN ALL WET AREAS INCLUDING RESTROOMS, JANITORS CLOSETS, SINKS, KITCHEN, ETC. M. INSTALL 1/2- THICK CEMENT BACKER BOARD OVER 5/8" GYP. BD. BEHIND ALL AREAS TO RECIEVE CERAMIC WALL TILE. N. PROVIDE 4'x4' PAINT SAMPLES (IN THE FIELD) OF ALL COLORS SELECTED BY THE DEVELOPER FOR FINAL APPROVAL. P. INSTALL FIRE RATED, PRE -MANUFACTURED ACCESS PANELS IN CEILINGS AS REQUIRED FOR ACCESS TO HVAC EQUIPMENT SCHEDULE NOTES 1. 35 OZ. COMMERCIAL GRADE CARPET WITH STANDARD 11. 2" CERAMIC TILE COVE BASE; MATCH CERAMIC 21. NO. LS B11, HM LS40 AND LS 5049 (OR SIM. BREAD MOLD) PAD STRATTON/SHAW; DUNNING SERIES. FLOOR TILE. BY LONE STAR PLYWOOD AND DOOR 0 3. ENTRY STAIR CARPET: 35 OZ. COMMERCIAL GRADE STAIR. ARMSTRONG OR CHICAGO METALLIC. 2'x2' PRE -FINISHED, INTERMEDIATE Y CARPET WITH STANDARD PAD LOTUS PEERLESS; DUTY, EXPOSED GRID SYSTEM WITH 5/8" THICK, VINYL FACED GYPSUM OSCILALATOR SERIES. 14. VINYL WALL COVERING BY KOROSEAL. COLOR BOARD PANELS. NOTE: AT ROOMS 121, 122, 123, 124, 125A, 125B AND Lo REMARKS NOTES AND PRODUCT LINE TO BE SELECTED BY OWNER. 126, INSTALL 2'x2', 5/8" THICK, ARMSTRONG "FISSURE" ACOUSTICAL rn _ 4. 8" x 8" SLIP RESISTANT PAVER TILE WITH EPDXY CEILING TILE IN LIEU OF VINYL FACED TILE. / 1. PROVIDE (1) ADDITIONAL LAYER OF 1/2" TYPE "X" GYPSUM 9. NO TRIM AT BI-FOLD CLOSET DOORS. 18. NOT USED GROUT BY AMERICAN OLEAN OR DALTILE 15. DECORATIVE WALL PAPER PROVIDED BY OWNER. 0) / BOARD AT•SOUTH SIDE OF CORRIDOR WALL TO FLUSH -OUT INSTALLED BY CONTRACTOR. 24. WOOD FLOORING BY BRUCE WEAR MASTER OR HART CO. 5000 WITH HOLLOW METAL DOOR FRAME AT THE MECHANICAL ROOM. 10. INSTALL METAL EDGE NOSING AT STAIR TREADS/ RISERS. 19. PROVIDE 4'x8'x3/4" THICK PLYWOOD PANEL AT TELEPHONE 5. 12%12" SLIP RESISTANT CERAMIC FLOOR TILE FLOORING; 7/16" THICK APPLIED DIRECTLY TO CONCRETE SLAB. �- EQUIPMENT; PAINTED. WITH LATEX GROUT BY DATLTILE; NO, U259 THISTLE 16. STAINLESS STEEL GREASE SHIELD BEHIND RANGE AND FLOAT OUT ALL SLAB DEVIATIONS PRIOR TO INSTALLING THE FLOORING. 2. INSTALL MARBLE TILE HEARTH IN FRONT OF FIRE PLACE, 11. RE: INTERIOR ELEVATIONS FOR ADDITIONAL MILLWORK DEEP FRYER. RE: FOOD SERVICE DRAWINGS. INSTALL TRANSITION STRIPS AT ALL CHANGES OF FLOORING PROVIDE TRANSITION STRIP AS REQUIRED. RE: FLOOR' PLAN. FINISH REQUIREMENTS. 6. 2 COATS OF SONNEBORN KURE-N-SEAL CONCRETE MATERIALS. SEALER; THOROUGHLY CLEAN ALL SURFACES BEFORE 17. FIBERGLASS REINFORCED PANEL; .035 THICK, CONTINUOUS 00 3. NOT USED 12. INSTALL (1) LAYER 5/8" GYPSUM BOARD ON FURRING APPLICATION PANEL FROM FLOOR TO CEILING, TEXTURED FINISH, WHITE. CHANNELS AND AT UNDERSIDE OF FLOOR TRUSSES TO PROVIDE MATCHING TOP, BOTTOM, CORNER, AND PANEL 4, RE: SHEET A8-1 FOR STAIR FINISHES. MAINTAIN (1HR) U.L. FLOOR/CEILING ASSEMBLY RATING. 7. 8"x8"x7/16" MARBLE FLOOR TILE BY ROVER; COLOR: DIVISION TRIM VERDI ALPI. j 5. AT CEILING ACCESS PANEL, GLUE THE SPECIFIED TRIM 13. INSTALL NAIL STRIP ON BOTH LONG WALLS. TOP OF RAIL 18. 4 1/2" x 4 1/2" CERAMIC WALL TILE WITH LATEX to TO THE 4'x4' GYPSUM BOARD ACCESS PANEL. SECURE AT 6'-8" A.F.F. 8. VINYL BASE BY ROPPE; MITER EXTERIOR CORNERS AND GROUT BY DALTILE; NO. K763-MATTE INNOCENT BLUSH PANEL IN PLACE THROUGH THE TRIM. COVER PANEL PROVIDE PRE MOLDED INTERIOR CORNERS; USE ROLL WITH FABRIC PROVIDED BY THE DEVELOPER. 14. AT EXTERIOR WINDOWS, INSTALL PAINTED FLUSH WOOD GOODS AND INSTALL WITH ROPPE VINYL BASE ADHESIVE. 19. NO. HM 1040 BY LONE STAR PLYWOOD AND DOOR. DO SILL AND RETURN GYPSUM BOARD TO WINDOW HEAD AND JAMBS. INSTALL AT 40' AFF. `- 6. AT CEILING ACCESS PANELS, GLUE SPECIFIED TRIM TO 9. NO. LS B322 BY LONE STAR PLYWOOD AND DOOR. THE 4'x3' GYPSUM BOARD ACCESS PANEL. SECURE PANEL 15. IN ADDITION TO THE BASE WALL COLOR SELECTED BY THE 20. NO. HML S40 BY LONE STAR PLYWOOD AND DOOR. Lo IN PLACE THROUGH THE TRIM. FINISH AND PAINT. TO DEVELOPER, TWO DIFFERENT ACCENT COLORS WILL BE USED 10. NO. LS B8 BY LONE STAR PLYWOOD AND DOOR. MATCH CEILING TEXTURE. AT SELECT LOCATIONS, TO BE DETERMINED IN THE FIELD. 7. INSTALL ALL PRE -MANUFACTURED FRP TOP, BOTTOM AND SIDE 16. RE: INTERIOR ELEVATIONS FOR LOCATION OF AREA TO O TRIM PIECES AS REQUIRED FOR PROPER INSTALLATION. RECEIVE OWNER SUPPLIED WALL PAPER. O 1 8. INSTALL DOOR TRIM WITH RAISED GYPSUM BOARD PANEL AND 17. AT TUB/SHOWER OR ADA SHOWER, PROVIDE HEIGHT CERAMIC TILE tD O TRIM SIMILAR TO DINING RM. 117 (EXTERIOR WALL) AT ALL TILE SURROUND. DOORS IN THIS CORRIDOR. 0 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA I.: ., UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE O POPWALARCH.COM t 01/05/00 THIS SHEET IS INCOMPLETE WITHOUT INFOPWATI71 STATED ON SHEET A.0-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. 3/8" INSULATED GLASS 3/8" INSULATED 3/8" INSULATED >S GLASS NOTE: TEMERED GLASS TYPICAL WINDOW SIZE WINDOW SIZE WINDOW SIZE (H) 6'-0" (H) 2'-8" (H) 2'-8- (W) 3'--6" (W) 3'-6" (W) 3'-6" MASONRY OPENING MASONRY OPENING MASONRY OPENING (H) 6'-5 3/8" (H) 3'-1 3/8" (H) 3'-1 3/8" (W) 4'-0" (W) 3'-6" (W) 3'-6" WINDOW INDOW WINDOW TYPEA TYPEB TYPE TEMERED A— GLASS Imen 0 II!'!]! in on oil Y �� DOOR TYPE 1'-6" 1 6'-0" 1 1'-6" 0 001 DOOR TYPE STANDARD VISION DOOR TYPE ME I n 0 J DOOR TYPE HARDWARE SET 1 HARDWARE SET 4 HARDWARE SET 7 (6) HINGES (3) HINGES (3) HINGES (2) DECO. PLLAATEPUSH/ (1) HARE PULL (1) HARDWARE W/NEXTERIOR PDUMY, ULL W/ BACK OFFSET (2) WALL MOUNTED. MAGNETIC HOLD ADA PULL OPEN DEVICES (FAIL CLOSED) (1) OVERHEAD CLOSER µ (1) WALL MOUNTED, PUSH BUTTON 1 ( ) CYLINDER LOCK RELEASE FOR MAGNETIC LATCH (1) ELECT. RIM STRIKE (FAIL SECURE) W/ n LOW VOLTAGE TRANSFORMERS (1) CARD READER W/ HARDWARE SET 2 HARDWARE SET 5 DUST COVER. LOW VOLT. TRANSFORMER; (8) HINGES (HEAVY DUTY) (6) HINGES PROGRAMABLE TIME DELAY (1) DECO. LEVER LOCKSET (1) LOCKSET (KEY/PUSH BUTTON) (1) BATTERY BACK—UP FOR 0) W/ BACK PLATE (1) SET SURFACE BOLTS ELECT. RIM STRIKE AND CARD READER _0 (1) DUMMY, DECO. W/ BACK PLATE LEVER.PULL (2) OVERHEAD CLOSERS (1) THRESHOLD N (1) CYLINDER DEADBOLT (KEYED (0 TO LEVER LOCK SET) (1) DOOR STOP 0 00 (2) OVERHEAD CLOSER WEATHERSTRIPPING Cn (1) THRESHOLD SILENCERS / WEATHERSTRIPPING p (1) FLUSH BOLTS HARDWARE SET 3 HARDWARE SET 6 HARDWARE SET 8 U +? (3) HINGES (3) HINGES (3) HINGES (1) LOCKSET (KEY/PUSH BUTTON) (1) LOCK SET (PUSH BUTTON ONLY) (1) LOCKSET (KEY/PUSH BUTTON) U (1) DEAD BOLT (KEYED TO LOCKSET) (1) DOOR STOP (HINGE MOUNTED) (1) OVERHEAD CLOSER Q (1) OVERHEAD CLOSER N 0 r M � 'L 0 O 0 a� 0 DOOR NOTES 0 a1. Exit doors shall be openoble from the inside without the use 0 of a key, special knowledge, or effort. Y 2. All entrances to the first floor of the building shall be made cD accessible to the disabled. 0) 3. Thresholds shall be no higher than 1/2" above the floor. Edges shall be beveled with a 1:2 slope maximum if they / exceed 1 /4" in height. �- 4. Door hardware shall be lever or push type, in compliance with ADA requirements, mounted between 30" and 44" above floor line and shall be operable with a m'oximurn effort of 8.5 lbs. of force for exterior doors and 5 lbs. 0 for interior doors. Force to open fire doors shall be 15 lbs. maximum. + 5. All fire rated door assemblies shall have fire rated hardware, be self closing and tight fitting, with smoke and draft control gaskets. co 6. Coordinate low voltage door hardware requirements with power plan. 7. All low voltage wiring shall be concealed within wall cavity and door frames. 8. Provide 5 year warranty against warpage on all doors.. 9. Provide foam sealant ® all door frames. O 10. All doors shall be pre —hung and trimmed. Re: room finish schedule t— for trim selections O O b I cD O 0 DOOR TYPE HARDWARE SET 9 (3) HINGES (1) OVERHEAD CLOSER (1) HARDWAREPANIC COMPLIANTLATCH SEA SET TRIM SILENCERS HARDWARE SET 10 (3) HINGES (1) OVERHEAD CLOSER (1) PASSAGE LATCH SET (1) DOOR STOP (HINGE MOUNTED) HARDWARE SET 11 (3) HINGES (1) PASSAGE SET (1) DOOR STOP (HINGE MOUNTED) HARDWARE NOTES 1. Manufacturers as follows: a. Hinges: Hager b. Overhead Closers: Norton 7500 Series, set closer to porvide maximum range of opertion c. Push/Pull: Von Duprin d. Threshold: NGP e. Rain Drip: NGP f. Lever Latch Set: Falcon or Schlage g. Lever Lock Set: Falcon or Schlage h. Panic Hardware: Von Duprin i. Door Stop/Silencers: Rockwood j. Card Reader: Detex, to include programming software/ instruction and 60 entry cards k. Push Plate/Pull: Rockwood I. Flush bolts w/threshold type dust proof strike (36" upper rod, 12 lower rod): Rockwood m. Surface bolts w/ dust proof strike: Rockwood n. Magnetic Latch: Rutherford Controls o. Electric Rim Strike: Rutherford Controls p. Decorative Lever Lock Set and Lever Pull: Baldwin or Schlage TEMERED GLASS DOOR „ TYPE » 1 —6 6 —0 1 —6 9'-8" O 1 00 WINDOW NOTES 1. All exterior glass shall be 3/8" thick insulated glass; tinted. tempered where required by City code. 2. All windows shall be pre —finished (Kynar;white) as manufactured by Alenco Windows. 3. Provide foam sealant ® all windows. HARDWARE SET 12 HARDWARE SET 15 (6) HINGES (3) HINGES (1) LOCKSET (KEY/PUSH BUTTON) (1) CARD READER (1) DUMMY SET (1) PUSH BUTTON RELEASE (1) DEADBOLT (KEYED TO LOCKSET) FOR CARD READER (2) OVERHEAD CLOSERS (1) MAGNETIC LATCH AT DOOR (2) DOOR STOPS (HINGE MOUNTED) HEAD (FAIL OPEN) W/ LOW (2) SURFACE BOLTS VOLTAGE TRANSFORMER (1) THRESHOLD (1) PUSH/PULL (1) OVERHEAD CLOSER (1) BATTERY BACK—UP FOR MAGNETIC LATCH AND HARDWARE SET 13 CARD READER (3) HINGES (1) CARD READER; LOW ( 1) OVERHEAD CLOSER VOLTAGE TRANSFORMER; PROGRAMABLE TIME DELAY (1) DUMMY, DECO. LEVER (1) PANIC HARDWARE PUSH/ PULL W/ BACK PLATE HARDWARE SET 14 (3) HINGES (1) PUSH BUTTON RELEASE FOR CARD READER (CORRIDOR 107 SIDE) (1) MAGNETIC LATCH AT DOOR HEAD (FAIL OPEN) W/ LOW VOLTAGE TRANSFORMER (1) DUMMY, DECO. LEVER PUSH/ PULL (1) OVERHEAD CLOSER (1) BATTERY BACK—UP FOR MAGNETIC LATCH AND CARD READER (1) CARD READER; WITH LOW VOLTAGE TRANSFORMER; PROGRAMABLE TIME DELAY HARDWARE NOTES CONTINUED NOTE: All electric appurtenances specified above shall be provided and installed bythe product supplier. Electrical contractor to provide junction boxes and and 120V power source. RE: electrical drawings 2. All hinges to be heavy duty, 4 knuckle, 4 ball bearing commercial grade hinges. 3. All lock sets and latch sets shall be U.L. rated to meet fire rating of doors on which they are installed. 4. All hardware shall be commercial grade and shall have a polished brass finish. 5. Coordinate all door hardware with door frames. KEY SCHEDULE 1. (1) Master key for entire facility. 2. Deadbolt for office, janitors closet and kitchen (to exclude exterior kitchen door) shall be keyed seperotely. 3. Rim cylinder in exterior doors and deadbolt in front door shall be keyed alike. 4. Bedroom doors to be random keyed (each one different). D 0 0 rill Z� A M, E S C H E D U L C REMARKS MATERIAL 60 Its �iii0i■■° ��ii�o��■i�iim MENEEMEMENEENEEMN MENEEMEMEMEMEMMOM =NONE ENEENEEME MEMBEENNE E WEEMBEEMENEMENE - NEENEEMENE MEEMENEMEMENOMONEE �.� SIMILAR TO BI—FOLD, 1 SIMILAR TO BI—FOLD, 1; 0 REMARK NOTES 1. See room finish schedule for wood trim around doors 2. Custom door unit. Lone Star MDF, TS 6020 3. Custom door unit. Lone Star MDF, FL 1210 4. Bi-fold doors with full length mirrors: Stanley, series 4400 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEAS POPHAM WALTER ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E—MAIL: OFFICE ®POPWALARCH.COM 01/05/00 THIS SHEET IS INCOMPLETE WTHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. to v v U _Q L U U) 0 .L 0 0 0) 0 C O O co 0 0 0 DOOR FRAME SCHEDULE - Emomommommumam PULL DOWN ATTIC DOOR DOOR FRAME SCHEDULE DOOR FRAME SCHEDULE MIMI dh as e� ■■ee 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA. DELTA UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS ARCHITECTS, I14C. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ®POPWALARCH.COM 02Mlob THIS SHEET IS INCOMPLETE WTHOUT INFORMATION STATED ON SHEET AO - PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC t I` 0 Cy) CD O O L_ O 0 L- J 0 Wo 01 r- " O O O I O 0 HOUSE � dOT R/ POr,!DERM ROOD i(S)/ STCR ,GE/ CORRIDOR/ STUDS ,/4"=,'-o" �0 ACCESSIBLE BEDROOM 108 1/4"=1'-0" 1T 13 T.V. R 00I�111 - 121 1/4"=1'-0" d M I 00 N CCIz,'M!lla011 BATH 1/4"=1'-O" 06] A. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED EQUIPMENT B. ALL PRE -MANUFACTURED BASE CABINET RUNNERS SHALL BE TREATED 2x4 LUMBER. ALL PRE MANUFACTURED BASE CABINETS SHALL BE CONSTRUCTED OF 3/4" THICK PARTICLE BOARD. ALL COUNTER TOPS AT SINKS TO BE 3/4" THICK TREATED PLYWOOD. ALL OTHER COUNTER TOPS TO BE 3/4" THICK PARTICLE BOARD. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE, COLOR AS SELECTED BY OWNER G - � �L C CT S 00 t 46 2 WALL MOUNTED ROBE HOOKS PROVIDED BY OWNER, 69 WALL PAPER ON 5/8" GYP. BOARD PANEL WITH PAINTED CONTRACTOR INSTALLED. MOUNT LOWER HOOK AT 48" CABINET MOLDING NO. 8167 BY LONE STAR PLYWOOD A.F.F. AND UPPER HOOK AT 60" A.F.F. AND DOOR 45 WALL MOUNTED ROBE HOOK; GATCO # 5233 (DOUBLE). MOUNT 68 WALL SCONCE; RE: ELECTRICAL DRAWINGS AT 54" A.F.F. 67 1 x PAINTED O ELF 44 PRE -MANUFACTURED, ADA COMPLIANT HAND HELD SHOWER UNIT, GRAB BARS, FOLDING SEAT, SHOWER CURTAIN ROD AND SHOWER 66 TEAK BENCH PROVIDED BY DEVELOPER CURTAIN. RE: PLUMBING DRAWINGS I/ 65 PAINTED LOUVER WITH PAINTED MOLDING 43 PLATE GLASS MIRROR (5 YEAR WARRANTY) WITH NO. CM9 BY LONE STAR PLYWOOD AND DOOR MOUNTING HARDWARE RE: MECHANICAL DRAWINGS 42 SCHEDULED DOOR 64 PAINTED 1 x 6 TRIM 41 SCHEDULED WINDOW 63 PRE MANUFACTURED BALCONY RAILING 40 CLOSET ROD & SHELF BRACKET; JOHN STERLING CORP. # 0045- 62 SCHEDULE PRE -MANUFACTURED DOOR/ SIDE LIGHT UNIT WTQ WITH 3/4" THICK x 12" DEEP MELOMINE SHELF WITH VINYL AS SCHEDULED EDGING, WHITE 61 PAINTED DOOR TRIM 2 AS SCHEDULED 39 24" DEEP, 1 PIECE SOLID SURFACE COUNTER TOP WITH INTEGRAL 60 PAINTED DOOR TRIM 1 AS SCHEDULED BACK SPLASH, TOP SHELF AND SINK BOWL. PROVIDE BLOCKING TO 59 PAINTED WINDOW TRIM 2 AS SCHEDULED SUPPORT TOP SHELF AS REQUIRED. COLOR AS SELECTED BY DEVELOPER 58 PAINTED WINDOW TRIM 1 AS SCHEDULED 38 PRE -MANUFACTURED, FIBERGLASS SHOWER BASE SET IN A MORTAR 57 PAINTED GYPSUM BOARD PANEL WITH PAINTED CABINET BED. PROVIDE SHOWER CURTAIN ROD AND SHOWER CURTAIN. MOLDING NO. CM9 BY LONE STAR PLYWOOD AND DOOR RE: PLUMBING DRAWINGS 56 12" x 12" MARBLE TILE SURROUND. COLOR AS SELECTED 37 PRE -MANUFACTURED, PLASTIC LAMINATE FINISHED BASE CABINET BY DEVELOPER WITH OFF SET SLIDING DOORS, FIXED SHELF AND POLISHED BRASS ROUND PULLS. COLOR AS SELECTED BY DEVELOPER 55 3" x 3" MEDALLION AS MANUFACTURED BY OUTWATER ARCHITECTURE PRODUCTS. PROFILE AS SELECTED 36 42"W x 36"H UL LISTED, VENTLESS GAS LOG FIREPLACE. BY DEVELOPER ACCESSORIES TO INCLUDE: ON/OFF SWITCH AND IGNITOR; 54 PLATE GLASS MIRROR (5 YEAR WARRANTY WITH BRASS TRIM BRASS BV SURROUND WITH FIXED GLASS MOUNTING HARDWARE. INSTALL BOTTOM OF MIRROR AT PANEL; 6 CERAMIC FIBER LOGS 40" A.F.F. 35 12" x 12' MARBLE TILE HEARTH (24" DEEP X 10' LONG). PROVIDE 53 VENDING MACHINE BY OWNER EDGE TRANSITION STRIP AS REQUIRED TO MEET ADA REQUIREMENTS 34 JANITOR SINK WITH PAINTED 1x SHELF ABOVE; RE: PLUMBING DRAWINGS 52 REFRIGERATOR WITH ICE MAKER, PROVIDE BY OWNER, INSTALLED BY CONTRACTOR. RE: PLUMBING DRAWINGS 33 CLOSET ROD & SHELF. PROVIDE DOUBLE ROD AND SHELF ON OUTSIDE WALL OF CLOSET 103D 51 6 - 1x PAINTED WOOD SHELVES 50 PLASTIC LAMINATE COVERED PARTITIONS; COLOR AS 32 PREFABRICATED MAIL BOXES, WITH ENGRAVED NUMBERS. SELECTED BY DEVELOPER COORDINATE NUMBERING LAYOUT WITH OWNER 49 FIBERGLASS BATHTUB SET IN A FULL MORTAR BED. 31 1/8" PAINTED, BIRCH CABINET BACK. RE: PLUMBING DRAWINGS 48 TOWEL BARS PROVIDED BY OWNER. CONTRACTOR 30 PAINTED CROWN MOLDING NO. WM 68 AS MANUFACTURED INSTALLED. INSTALL BAR AT 48" A.F.F. BY LONE STAR PLYWOOD AND DOOR 47 2 TOWEL BARS PER DOOR PROVIDED BY OWNER. CON- 29 PAINTED CROWN MOLDING AS SCHEDULED TRACTOR INSTALLED. INSTALL LOWER BAR AT 36" A.F.F. AND UPPER BAR AT 54" A.F.F. 28 RECESSED FOCUSED LENS HALOGEN CABINET LIGHT FIXTURE PROVIDED, 46 2 WALL MOUNTED ROBE HOOKS PROVIDED BY OWNER, BY CABINET MANUFACTURER. RE: ELECTRICAL DRAWINGS CONTRACTOR INSTALLED. MOUNT LOWER HOOK AT 48" A.F.F. AND UPPER HOOK AT 60" A.F.F. 27 3/4" PAINTED PLYWOOD (CABINET GRADE) TOP 26 FIRE ALARM PANEL. RE: ELECTRICAL DRAWINGS Al VALUE ENGINEERING 12-23-99 25 CUSTOM DOOR PULL AS PROVIDED BY OWNER, 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION CONTRACTOR INSTALLED 10-28-99 ISSUE FOR REVIEW AND PRICING 24 1/4" THICK PAINTED PLYWOOD DOOR (CABINET GRADE) WITH INTERIOR, MORTISED HINGES. TYP. ICA"A DELTA 23 7" DEEP, PLASTIC LAMINATE COVERED SHELF 22 3/8" PLATE GLASS SHELVING WITH POLISHED EDGES (4 SHELVES SORORITY PER UNIT) SUPPORT SHELVING WITH ADJUSTABLE SHELF SUPPORTS: BHMA B 8 4073, STEEL, MORTISE MOUNTED OR EQUAL BY KV ",'r ilr OUSE 21 CHAIR RAIL 2 AS SCHEDULED UNIVERSITY OAKS BOULEVARD 20 24" DEEP, 1 PIECE SOLID SURFACE COUNTER TOP WITH INTEGRAL BACK/ COLI-EGE STATION, TEXAS SIDE SPLASH AND SINK BOWL. COLOR AS SELECTED BY DEVELOPER 19 1/4" THICK PAINTED, CABINET GRADE PLYWOOD PANEL 18 PREMANUFACTURED MARBLE FIREPLACE SURROUND AND MANTLE. PROVIDED BY OWNER, CONTRACTOR INSTALLED 17 UNDER COUNTER REFRIGERATOR PROVIDE BY OWNER. COORDINATE DIMENSIONS PRIOR TO FABRICATION OF CABINET. 16 GRAB BARS; BOBRICK NO. B-6206 X 36 AND B-6206 X 48 WITH SATIN FINISH. PRIME AND PAINT WITH SEMI GLOSS ENAMEL PAINT TO MATCH WALL FINISH COLOR 15 FLOOR MOUNTED HANDICAPPED ACCESSIBLE WATER CLOSET WITH WATER SAVER TANK/ VALVE 14 HANDICAPPED ACCESSIBLE WALL HUNG LAVATORY WITH INSULATED "P" TRAP AND HOT WATER LINE. PROVIDE CONCEALED WALL CARRIER FOR LAVATORY AMTJAT ER" 13 TOWEL BAR; GATCO # 1537 A R C H I T E C T S, I N C. 12 HANDICAPPED ACCESSIBLE SHOWER ENCLOSURE: FLOOR - 2" x 2" THICK SET, SLIP RESISTANT CERAMIC FLOOR TILE AND COVE BASE. WALL - 4" x 4" CERAMIC WALL TILE (FULL HEIGHT OF ENCLOSURE). TILE COLOR AS SELECTED BY DEVELOPER 5599 SAN FELIPE, SUITE 500 77056 HOUSTON, TEXAS 77056 11 TOILET PAPER DISPENSER; GATCO # 2795, AT ALL LOCATIONS EXCEPT TELEPHONE 713.85 57 ROOMS 213 & 218. AT ROOMS 213 & 218, PROVIDE AND INSTALL SURFACE MOUNTED UNIT; TAYMOR # 01-TW3015 FACSIMILE 713.850. 42 E-MAIL: OFFICE O POPWALARCH.COM 10 MIRROR PROVIDED BY OWNER, CONTRACTOR INSTALLED 9 HOT WATER AND DRAIN PIPING UNDER ADA COMPLIANT LAVATORIES SHALL BE INSULATED AND CONFIGURED TO PROTECT AGAINST CONTACT d2(2Q� 1 8 3/4" PLYWOOD SKIRT BY CASEWORK SUPPLIER. PLASTIC LAMINATE FINISH ED ARCy� 7 3/4" PLYWOOD APRON BY CASEWORK SUPPLIER. ALL EXPOSED SURFACES SHALL BE PLASTIC LAMINATE COVERED 6 3/4" THICK PLYWOOD BASE OR WALL CABINET WITH ADJUSTABLE' SHELVING. ALL SURFACES SHALL BE COVERED WITH PLASTIC LAMINATE S 6726 T9T� 5 24" WIDE, PLASTIC LAMINATE COVERED, TREATED PLYWOOD, OF COUNTER TOP AND BACK SPLASH 01 /05/00 4 PLASTIC LAMINATE BACK 3 SINGLE COMPARTMENT ADA COMPLIANT STAINLESS STEEL SELF �- RIMMING BAR SINK r "' 2 SCHEDULED WALL FINISH THIS SHEET IS INC06IPLETE VITH00 INFORMATION STATED ON SHEET AO-1 1 SCHEDULED BASE non ic�-r a�n nc� DRA WING VOTES COPYRIGHT-© 1999 POPHAM WALTEP ARCHITECTS, INC. _ co L c 3 N h 0 On 0) ■o 0 0 0 0- a 0 Y n 00 n • O• O PC) ,"` DER ®®�I' (S) 113 11 3/8"=1'-O" 20 AI A" BATHROOM COUNTER s 3'-0" 6 T.V. ROOM - 121 3/8"=1'-0" F 12 HOUSE MOTH - BATIK 7'-8" 2'-0" _ I 28 30 N 8" 5 3 _ 3 7 I a o •ry 0 `) _ ~ 9 O t° 0 z 0 .I I O M W Z N rl to =04 iv Z O \ D `� d 6" � �¢ 0 MAX. v iv 1 -1 10 1 /8" E.Q. E.Q. E.Q. 'LAVATORY COMIT 1"=1'-o" I 1� 9'-6" u O ACCESSIBLE FOCI®'`"T a 108 3/8"=1'-o" 1 08 EQ. EQ. O O 2 4'-6" lo lo \ / \ / 3'-0" O _ co I CORRIDOR - r2l ILA COFFEE/ VENDILIG 3/8"=1'-o" 06 7'-8" I cs es �jv I PARLOR r�. A. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED EQUIPMENT B. ALL PRE -MANUFACTURED BASE CABINET RUNNERS SHALL BE TREATED 2x4 LUMBER. ALL PRE MANUFACTURED BASE CABINETS SHALL BE CONSTRUCTED OF 3/4" THICK PARTICLE BOARD. ALL COUNTER TOPS AT SINKS TO BE 3/4" THICK TREATED PLYWOOD. ALL OTHER COUNTER TOPS TO BE 3/4" THICK PARTICLE BOARD. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE, COLOR AS SELECTED BY OWNER 46 2 WALL MOUNTED ROBE HOOKS PROVIDED BY OWNER, 69 WALL PAPER ON 5/8" GYP. BOARD PANEL WITH PAINTED CONTRACTOR INSTALLED. MOUNT LOWER HOOK AT 48" CABINET MOLDING NO. 8167 BY LONE STAR PLYWOOD, A.F.F. AND UPPER HOOK AT 60" A.F.F. AND DOOR 45 WALL MOUNTED ROBE HOOK; GATCO # 5233 (DOUBLE). MOUNT 68 WALL SCONCE; RE: ELECTRICAL DRAWINGS AT 54" A.F.F. 67 1x PAINTED WOOD SHELF 44 PRE —MANUFACTURED, ADA COMPLIANT HAND HELD SHOWER UNIT, GRAB BARS, FOLDING SEAT, SHOWER CURTAIN ROD AND SHOWER 66 TILE COVERED WOOD BENCH; MATCH CERAMIC CURTAIN. RE: PLUMBING DRAWINGS WALL TILE AND BASE 43 PLATE GLASS MIRROR (5 YEAR WARRANTY) WITH 65 PAINTED LOUVER WITH PAINTED MOLDING MOUNTING HARDWARE NO. CM9 BY LONE STAR PLYWOOD AND DOOR RE: MECHANICAL DRAWINGS 42 SCHEDULED DOOR 41 SCHEDULED WINDOW 64 PAINTED 1 x 6 TRIM 63 PRE MANUFACTURED BALCONY RAILING 40 CLOSET ROD &SHELF BRACKET; JOHN STERLING CORP. # 0045— WTQ WITH 3/4" THICK x 12" DEEP MELOMINE SHELF WITH VINYL 62 SCHEDULE PRE -MANUFACTURED DOOR/ SIDE LIGHT UNIT EDGING, WHITE AS SCHEDULED 39 24" DEEP, 1 PIECE SOLID SURFACE COUNTER TOP WITH INTEGRAL 61 PAINTED DOOR TRIM 2 AS SCHEDULED BACK SPLASH, TOP SHELF .AND SINK BOWL. PROVIDE BLOCKING TO 60 PAINTED DOOR TRIM 1 AS SCHEDULED SUPPORT TOP SHELF AS REQUIRED. COLOR AS SELECTED BY DEVELOPER 59 PAINTED WINDOW TRIM 2 AS SCHEDULED 38 PRE -MANUFACTURED, FIBERGLASS SHOWER BASE SET IN A MORTAR 58 PAINTED WINDOW TRIM 1 AS SCHEDULED BED. PROVIDE SHOWER CURTAIN ROD AND SHOWER CURTAIN. 57 PAINTED GYPSUM BOARD PANEL WITH PAINTED CABINET RE: PLUMBING DRAWINGS MOLDING NO. CM9 BY LONE STAR PLYWOOD AND DOOR 37 PRE -MANUFACTURED, PLASTIC LAMINATE FINISHED BASE CABINET 56 12" x 12" MARBLE TILE SURROUND. COLOR AS SELECTED WITH OFF SET SLIDING DOORS, FIXED SHELF AND POLISHED BRASS BY DEVELOPER ROUND PULLS. COLOR AS SELECTED BY DEVELOPER 55 3" x 3" MEDALLION AS MANUFACTURED BY OUTWATER 36 42"W x 36"H UL LISTED, VENTLESS GAS LOG FIREPLACE. ARCHITECTURE PRODUCTS. PROFILE AS SELECTED ACCESSORIES TO INCLUDE: ON/OFF SWITCH AND IGNITOR; BY DEVELOPER BRASS TRIM BRASS BV SURROUND WITH FIXED GLASS 54 PLATE GLASS MIRROR (5 YEAR WARRANTY WITH PANEL; 6 CERAMIC FIBER LOGS MOUNTING HARDWARE. INSTALL BOTTOM OF MIRROR AT 35 12" x 12' MARBLE TILE HEARTH (24" DEEP X 10' LONG). PROVIDE 40" A.F.F. EDGE TRANSITION STRIP AS REQUIRED TO MEET ADA REQUIREMENTS 53 VENDING MACHINE BY OWNER 34 JANITOR SINK WITH PAINTED 1x SHELF ABOVE; RE: PLUMBING DRAWINGS 33 CLOSET ROD & SHELF. PROVIDE DOUBLE ROD AND SHELF ON 52 REFRIGERATOR WITH ICE MAKER, PROVIDE BY OWNER, OUTSIDE WALL OF CLOSET 103D INSTALLED BY CONTRACTOR. RE: PLUMBING DRAWINGS 51 6 — 1x PAINTED WOOD SHELVES 32 PREFABRICATED MAIL BOXES, WITH ENGRAVED NUMBERS. 50 PLASTIC LAMINATE COVERED PARTITIONS: COLOR AS COORDINATE NUMBERING LAYOUT WITH OWNER SELECTED BY DEVELOPER 31 1 /8" PAINTED, BIRCH CABINET BACK. 49 FIBERGLASS BATHTUB SET IN A FULL MORTAR BED. RE: PLUMBING DRAWINGS 30 PAINTED CROWN MOLDING NO. WM 68 AS MANUFACTURED 48 TOWEL BARS PROVIDED BY OWNER. CONTRACTOR BY LONE STAR PLYWOOD AND DOOR INSTALLED. INSTALL BAR AT 48" A.F.F. 29 PAINTED CROWN MOLDING AS SCHEDULED 47 2 TOWEL BARS PER DOOR PROVIDED BY OWNER. CON— TRACTOR INSTALLED. INSTALL LOWER BAR AT 36" A.F.F. 28 RECESSED FOCUSED LENS HALOGEN CABINET LIGHT FIXTURE PROVIDED AND UPPER BAR AT 54" A.F.F. BY CABINET MANUFACTURER. RE: ELECTRICAL DRAWINGS 46 2 WALL MOUNTED ROBE HOOKS PROVIDED BY OWNER, 27 3/4" PAINTED PLYWOOD (CABINET GRADE) TOP CONTRACTOR INSTALLED. MOUNT LOWER HOOK AT 48" A.F.F. AND UPPER HOOK AT 60" A.F.F. 26 FIRE ALARM PANEL RE: ELECTRICAL DRAWINGS 25 CUSTOM DOOR PULL AS PROVIDED BY OWNER, 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION CONTRACTOR INSTALLED 10-28-99 ISSUE FOR REVIEW AND PRICING 24 1/4" THICK PAINTED PLYWOOD DOOR (CABINET GRADE) WITH INTERIOR, MORTISED HINGES. TYP. T �+ YZA rA DELTA 23 7" DEEP, PLASTIC LAMINATE COVERED SHELF 22 3/8" PLATE GLASS SHELVING WITH POLISHED EDGES (4 SHELVES SOR O-RITY PER UNIT) SUPPORT SHELVING WITH ADJUSTABLE SHELF SUPPORTS: BHMA B 8 4073, STEEL, MORTISE MOUNTED OR EQUAL BY KV HOUSE 21 CHAIR RAIL 2 AS SCHEDULED UNIVERSITY OAKS BOULEVARD 20 24" DEEP, 1 PIECE SOLID SURFACE COUNTER TOP WITH INTEGRAL BACK/ COLLEGE STATION, TEXAS SIDE SPLASH AND SINK BOWL. COLOR AS SELECTED BY DEVELOPER 19 1/4" THICK PAINTED, CABINET GRADE PLYWOOD PANEL 18 PREMANUFACTURED MARBLE FIREPLACE SURROUND AND MANTLE. PROVIDED BY OWNER, CONTRACTOR INSTALLED 17 UNDER COUNTER REFRIGERATOR PROVIDE BY OWNER. COORDINATE DIMENSIONS PRIOR TO FABRICATION OF CABINET. 16 GRAB BARS; BOBRICK NO. B-6206 X 36 AND B-6206 X 48 WITH SATIN FINISH. PRIME AND PAINT WITH SEMI GLOSS ENAMEL PAINT TO MATCH WALL FINISH COLOR 15 FLOOR MOUNTED HANDICAPPED ACCESSIBLE WATER CLOSET WITH WATER SAVER TANK/ VALVE 14 HANDICAPPED ACCESSIBLE WALL HUNG LAVATORY WITH INSULATED P TRAP AND HOT WATER LINE. PROVIDE CONCEALED WAIL CARRIER FOR LAVATORY POPHAMWALTtA 13 TOWEL BAR; GATCO # 1537 12 HANDICAPPED ACCESSIBLE SHOWER ENCLOSURE: FLOOR - 2" x 2" THICK A R C H I T E C T S, I N C. SET, SLIP RESISTANT CERAMIC FLOOR TILE AND COVE BASE. WALL - 4" x 4" CERAMIC WALL TILE (FULL HEIGHT OF ENCLOSURE). TILE COLOR AS SELECTED BY DEVELOPER 5599 SAN FELIPE. SUITE 500 11 TOILET PAPER DISPENSER; GATCO # 2795, AT ALL LOCATIONS EXCEPT HOUSTON, TEXAS 77056 ROOMS 213 & 218. AT ROOMS 213 & 218, PROVIDE AND INSTALL TELEPHONE 713.850.8575 SURFACE MOUNTED UNIT; TAYMOR # 01-TW3015 FACSIMILE 713.850.8242 E-MAIL: OFFICE® POP WALARCH.COM 10 MIRROR PROVIDED BY OWNER, CONTRACTOR INSTALLED 9 HOT WATER AND DRAIN PIPING UNDER ADA COMPLIANT LAVATORIES SHALL BE INSULATED AND CONFIGURED TO PROTECT AGAINST CONTACT 8 3/4" PLYWOOD SKIRT BY CASEWORK SUPPLIER. PLASTIC LAMINATE FINISH RED ARC 7 3/4" PLYWOOD APRON BY CASEWORK SUPPLIER. ALL EXPOSED �� O w�l SURFACES SHALL BE PLASTIC LAMINATE COVERED " 6 3/4" THICK PLYWOOD BASE OR WALL CABINET WITH ADJUSTABLE Y/� SHELVING. ALL SURFACES SHALL BE COVERED WITH PLASTIC LAMINATE SJ 6726 5 24" WIDE, PLASTIC LAMINATE COVERED, TREATED PLYWOOD, q�F OF COUNTER TOP AND BACK SPLASH 01/05/00 4 PLASTIC LAMINATE BACK 3 SINGLE COMPARTMENT ADA COMPLIANT STAINLESS STEEL SELF RIMMING BAR SINK 2 SCHEDULED WALL FINISH L 1 SCHEDULED BASE THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO QRQ 0 G :ICERAL NOTES 1 05 DU,%',OTES COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. rl Li. 0 00 CV r- O 0 I 0 I M a a 0 vi 5'-6" HOUSE L. 0THER- ITCH 3/8"=1'-0" 1 20 CORRIDOR - 202 3/8"=1'-O' 1 T 43 U2 1 23 a N I M 9'-0" 71 COPU611P.10M BATIK - 2133/8"=1'-0" 1 16 Ing I: a 0 I in IE.Q.L 2'-8" L 2'-9" L 2'-9" L 2'-9" L 2'-9" L 2'-8" IE.Q.L COMMO T - 213 3/8"=1'-0" 10871 I DIKING - 117 3/8"=1'-0" 1 07 i 0 INFO, mol MEMO on on Ion NONE ONE SEE moollom mmm 0 son mmml 0 NONE MEN -1 NONNI !son � � MEN No NONE NONE NONE 0 MEN on INONE MEN A. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED EQUIPMENT B. ALL PRE -MANUFACTURED BASE CABINET RUNNERS SHALL BE TREATED 2x4 LUMBER. ALL PRE MANUFACTURED BASE CABINETS SHALL BE CONSTRUCTED OF 3/4" THICK PARTICLE BOARD. ALL COUNTER TOPS AT SINKS TO BE 3/4" THICK TREATED PLYWOOD. ALL OTHER COUNTER TOPS TO BE 3/4" THICK PARTICLE BOARD. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE, COLOR AS SELECTED BY OWNER 46 2 WALL MOUNTED ROBE HOOKS PROVIDED BY OWNER, 69 WALL PAPER ON 5/8" GYP. BOARD PANEL WITH PAINTED CONTRACTOR INSTALLED. MOUNT LOWER HOOK AT 48" CABINET MOLDING NO. 8167 BY LONE STAR PLYWOOD A.F.F. AND UPPER HOOK AT 60" A.F.F. AND DOOR 45 WALL MOUNTED ROBE HOOK; GATCO # 5233 (DOUBLE). MOUNT 68 WALL SCONCE; RE: ELECTRICAL DRAWINGS AT 54" A.F.F. 67 1x PAINTED WOOD SHELF 44 PRE -MANUFACTURED, ADA COMPLIANT HAND HELD SHOWER UNIT, GRAB BARS, FOLDING SEAT, SHOWER CURTAIN ROD AND SHOWER 66 TILE COVERED WOOD BENCH; MATCH CERAMIC CURTAIN. RE: PLUMBING DRAWINGS WALL TILE AND BASE 43 PLATE GLASS MIRROR (5 YEAR WARRANTY) WITH 65 PAINTED LOUVER WITH PAINTED MOLDING MOUNTING HARDWARE NO. CM9 BY LONE STAR PLYWOOD AND DOOR RE: MECHANICAL DRAWINGS 42 SCHEDULED DOOR 64 PAINTED 1 x 6 TRIM 41 SCHEDULED WINDOW 63 PRE MANUFACTURED BALCONY RAILING 40 CLOSET ROD & SHELF BRACKET; JOHN STERLING CORP. # 0045- WTQ WITH 3/4" THICK x 12" DEEP MELOMINE SHELF WITH VINYL 62 SCHEDULE PRE -MANUFACTURED DOOR/ SIDE LIGHT UNIT EDGING, WHITE AS SCHEDULED 61 PAINTED DOOR TRIM 2 AS SCHEDULED 39 24" DEEP, 1 PIECE SOLID SURFACE COUNTER TOP WITH INTEGRAL BACK SPLASH, TOP SHELF AND SINK BOWL PROVIDE BLOCKING TO 60 PAINTED DOOR TRIM 1 AS SCHEDULED SUPPORT TOP SHELF AS REQUIRED. COLOR AS SELECTED BY DEVELOPER 59 PAINTED WINDOW TRIM 2 AS SCHEDULED 38 PRE -MANUFACTURED, FIBERGLASS SHOWER BASE SET IN A MORTAR 58 PAINTED WINDOW TRIM 1 AS SCHEDULED BED. PROVIDE SHOWER CURTAIN ROD AND SHOWER CURTAIN. 57 PAINTED GYPSUM BOARD PANEL WITH PAINTED CABINET RE: PLUMBING DRAWINGS MOLDING NO. CM9 BY LONE STAR PLYWOOD AND DOOR 37 PRE -MANUFACTURED, PLASTIC LAMINATE FINISHED BASE CABINET 56 12" x 12" MARBLE TILE SURROUND. COLOR AS SELECTED WITH OFF SET SLIDING DOORS, FIXED SHELF AND POLISHED BRASS BY DEVELOPER ROUND PULLS. COLOR AS SELECTED BY DEVELOPER 55 3" x 3" MEDALLION AS MANUFACTURED BY OUTWATER 36 42"W x 36"H UL LISTED, VENTLESS GAS LOG FIREPLACE. ARCHITECTURE PRODUCTS. PROFILE AS SELECTED ACCESSORIES TO INCLUDE: ON/OFF SWITCH AND IGNITOR; BY DEVELOPER BRASS TRIM BRASS BV SURROUND WITH FIXED GLASS 54 PLATE GLASS MIRROR (5 YEAR WARRANTY WITH PANEL; 6 CERAMIC FIBER LOGS MOUNTING HARDWARE. INSTALL BOTTOM OF MIRROR AT 35 12" x 12' MARBLE TILE HEARTH (24" DEEP X 10' LONG). PROVIDE 40" A.F.F. EDGE TRANSITION STRIP AS REQUIRED TO MEET ADA REQUIREMENTS 53 VENDING MACHINE BY OWNER 34 JANITOR SINK WITH PAINTED 1x SHELF ABOVE; RE: PLUMBING DRAWINGS 52 REFRIGERATOR WITH ICE MAKER, PROVIDE BY OWNER, 33 CLOSET ROD & SHELF. PROVIDE DOUBLE ROD AND SHELF ON INSTALLED BY CONTRACTOR. RE: PLUMBING DRAWINGS OUTSIDE WALL OF CLOSET 103D 51 6 - tx PAINTED WOOD SHELVES 32 PREFABRICATED MAIL BOXES, WITH ENGRAVED NUMBERS. 50 PLASTIC LAMINATE COVERED PARTITIONS; COLOR AS COORDINATE NUMBERING LAYOUT WITH OWNER SELECTED BY DEVELOPER 31 1/8" PAINTED, BIRCH CABINET BACK. 49 FIBERGLASS BATHTUB SET IN A FULL MORTAR BED. RE: PLUMBING DRAWINGS 30 PAINTED CROWN MOLDING NO. WM 68 AS MANUFACTURED 48 TOWEL BARS PROVIDED BY OWNER. CONTRACTOR BY LONE STAR PLYWOOD AND DOOR INSTALLED. INSTALL BAR AT 48" A.F.F. 29 PAINTED CROWN MOLDING AS SCHEDULED 47 2 TOWEL BARS PER DOOR PROVIDED BY OWNER. CON- TRACTOR INSTALLED. INSTALL LOWER BAR AT 36" A.F.F. 28 RECESSED FOCUSED LENS HALOGEN CABINET LIGHT FIXTURE PROVIDED AND UPPER BAR AT 54" A.F.F. BY CABINET MANUFACTURER. RE: ELECTRICAL DRAWINGS 46 2 WALL MOUNTED ROBE HOOKS PROVIDED BY OWNER, CONTRACTOR INSTALLED. MOUNT LOWER HOOK AT 48" 27 3/4" PAINTED PLYWOOD (CABINET GRADE) TOP A.F.F. AND UPPER HOOK AT 60" A.F.F. 26 FIRE ALARM PANEL RE: ELECTRICAL DRAWINGS 1 VALUE ENGINEERING 12-23-99 25 CUSTOM DOOR PULL AS PROVIDED BY OWNER, 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION CONTRACTOR INSTALLED 10-28-99 ISSUE FOR REVIEW AND PRICING 24 1/4" THICK PAINTED PLYWOOD DOOR (CABINET GRADE) WITH INTERIOR, MORTISED HINGES. TYP. K.APA DELT A 23 7" DEEP, PLASTIC LAMINATE COVERED SHELF 22 3/8" PLATE GLASS SHELVING WITH POLISHED EDGES (4 SHELVES SOT30 PER UNIT) SUPPORT SHELVING WITH ADJUSTABLE SHELF SUPPORTS: BHMA B 8 4073, STEEL, MORTISE MOUNTED OR EQUAL BY KV H -0 U-sm 21 CHAIR RAIL 2 AS SCHEDULED UNIVERSITY OAKS BOULEVARD 20 24" DEEP, 1 PIECE SOLID SURFACE COUNTER TOP WITH INTEGRAL BACK/ COLLEGE STATION, TEXAS SIDE SPLASH AND SINK BOWL. COLOR AS SELECTED BY DEVELOPER 19 1/4" THICK PAINTED, CABINET GRADE PLYWOOD PANEL 18 PREMANUFACTURED MARBLE FIREPLACE SURROUND AND MANTLE. PROVIDED BY OWNER, CONTRACTOR INSTALLED 17 UNDER COUNTER REFRIGERATOR PROVIDE BY OWNER. COORDINATE DIMENSIONS PRIOR TO FABRICATION OF CABINET. 16 GRAB BARS; BOBRICK NO. B-6206 X 36 AND B-6206 X 48 WITH SATIN FINISH. PRIME AND PAINT WITH SEMI GLOSS ENAMEL PAINT TO MATCH WALL FINISH COLOR 15 FLOOR MOUNTED HANDICAPPED ACCESSIBLE WATER CLOSET WITH WATER SAVER TANK/ VALVE 14 HANDICAPPED ACCESSIBLE WALL HUNG LAVATORY WITH INSULATED "P" TRAP AND HOT WATER LINE. PROVIDE CONCEALED WALL CARRIER FOR LAVATORY POPHAMALIER 113 TOWEL BAR; GATCO # 1537 ARCHITECTS, IN C. 12 HANDICAPPED ACCESSIBLE SHOWER ENCLOSURE: FLOOR - 2" x 2" THICK SET, SLIP RESISTANT CERAMIC FLOOR TILE AND COVE BASE. WALL - 4" x 4" CERAMIC WALL TILE (FULL HEIGHT OF ENCLOSURE). TILE COLOR AS SELECTED BY DEVELOPER 5599 SAN FELIPE, SUITE 500 HOUSTON. TEXAS 77056 77056 11 TOILET PAPER DISPENSER; GATCO # 2795. AT ALL LOCATIONS EXCEPT TELEPHONE 713.85 57 ROOMS 213 & 218. AT ROOMS 213 & 218, PROVIDE AND INSTALL SURFACE MOUNTED UNIT; TAYMOR # 01-TW3015 FACSIMILE 713.850. 42 E-MAIL: OFFICE Cs POPWALARCH.COM 10 MIRROR PROVIDED BY OWNER, CONTRACTOR INSTALLED 9 HOT WATER AND DRAIN PIPING UNDER ADA COMPLIANT LAVATORIES SHALL BE INSULATED AND CONFIGURED TO PROTECT AGAINST CONTACT a2 �q ob 8 3/4" PLYWOOD SKIRT BY CASEWORK SUPPLIER. PLASTIC LAMINATE FINISH �`F,FtE� ARCy 7 3/4" PLYWOOD APRON BY CASEWORK SUPPLIER. ALL EXPOSED Q Wq SURFACES SHALL BE PLASTIC LAMINATE COVERED,; I 6 3/4" THICK PLYWOOD BASE OR WALL CABINET WITH ADJUSTABLE SHELVING. ALL SURFACES SHALL BE COVERED WITH PLASTIC LAMINATE J'j 6726 P q 5 24" WIDE, PLASTIC LAMINATE COVERED. TREATED PLYWOOD, OF COUNTER TOP AND BACK SPLASH 01 /05/00 4 PLASTIC LAMINATE BACK 3 SINGLE COMPARTMENT ADA COMPLIANT STAINLESS STEEL SELF RIMMING BAR SINK 97 � `� 2 SCHEDULED WALL FINISH THIS SHEET IS INCOMPLETE WTHWT INFORMATION STATED ON SHEET AO-1 1 SCHEDULED BASE PROJECT NO. 969 O VESTIBULE 3/8"=1'-0" 0q GENE I,, VOTES I SS 1 NOTES COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. II 11 r1 I I I1 I t II 1 i -J t Lr----- II I I 11 o u Z a x w N O I ita I rt a i Ii 0 1 n 3 I I _0Q < a ;. 00 I u 0 t Ir 0) 1 I I 07 1 n / I I1 0 U a� U Q 0 •0 O V) 0 N 0 a a 0 z Y Q co F_ V) / 0 rn a / a 0 Imo. I 00 F— r7 tD N 0 • o c0 O O e 00 11 5/8" � ATTIC `&T"AIR :3 1/4"=V-0" 19 -] NOTE: STAIR 110 SIMILAR TO STAIR 119 EXCEPT FOR THE FOLLOWING: 1. STAIR 110 IS THE MIRROR IMAGE OF 119 2. STAIR 110 HAS 3'-6" HIGH GAURDRAIL IN LIEU OF FULL HEIGHT INTERMEDIATE WALL. REFER TO 11 /A8-1. I I SIT' r TO ATTIC DN TO M r LEVEL 1 00 J �r i Poo 0 DN TO LANDING - LEVEL 1 p 0 1 � r N �r , co 1'-0" 3'-0" 'n 5'-10 3/8" 13 TSO 11" EA. = 11'-11" 4'-0" 11 5/8" 22'-9" WALL CONSTRUCTION 0 STAIR ENCLOSURE UL. DESIGN NO. U305 (1 HOUR) STAIR 'I"I LEVEL 2 1/4"=,'-o" 18 REFER TO NOTES A 18/A8-1. 11'-4 3/8" 7 TR ® 11" FA = 4'-n" WALL CONSTRUCTION 0 STAIR ENCLOSURE UL. DESIGN NO. U305 (1 HOUR) I EXIT STAIR 119, LEVEL 1 1/4"=V-0" 17 w m D V) O 0 U Z= w r ATTIC FIN. FLR. LEVEL2 FIN. FLR. II Q r w IN a) •- O M t` i 0o u) ov INTERMEDIATE LANDING FIN. FLR. It r M O 0o I II Of w co. LEVEL 1 FIN. FLR. 1\L. JII\VVIVI\/1lVI\/1 fill\VJ WALL CONSTRUCTION 0 STAIR ENCLOSURE UL. DESIGN NO. U305 (1 HOUR) EXIT STAIR 110 1/4„=1'-O" 1 I\L. JII\VV IVI NP L_ VI\r\\111\Vr1 WALL CONSTRUCTION 0 STAIR ENCLOSURE UL. DESIGN NO. U305 1 HOUR [-EXIT STAIR 11 1/4"=1'-O" 11 CTURAL DRAWINGS ATTIC FIN. FLR. II Q w 4 n r; o0 0 0 a 00 LEVEL2 FIN. FLR. lk u Wr r+ d \ 0� � M o ®co I r` to INTERMEDIATE co LANDING FIN. FLR. s r-: 00 01 wn LEVEL 1 FIN. FLR. oo w s 1R'-5" r et 13/A8-1 9'-4 3/4" LOBBY STAIn 1/4"=1'-0" 1 0c •r Q� w \ r n N ..1 11 SCHEDULE DOOR GENERAL NOTES A. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL PAINTING REQUIREMENTS 10 1x TRIM WITH 1/2" QUARTER ROUND BELOW; PAINTED 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING 9 OAK TRIM; STAINED. 8 CARPET RUNNER; RE: FINISH SCHEDULE KAPPA DELTA 7 1 1 /2" DIA, PAINTED STEEL, ADA COMPLIANT HANDRAIL WITH OFFSET WALL MOUNTING BRACKETS (1 1 /2" CLEAR BETWEEN RAIL AND WALL); PROVIDE BLOCKING IN WALL TO SUPPORT SORORITY HANDRAIL HOUSE 6 EXIT STAIRS 1 & 2 STRINGERS: 2x12; (3) PER RUN UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS RISERS: (1) LAYER 1/8" PLLYWOOD; COVERED WITH CARPET TREADS: (1) LAYER 1 /8" PLYWOOD W/ . EASED EDGE; COVERED WITH CARPET LANDING: (1) LAYER 1 /8" PLYWOOD; COVERED WITH CARPET NOSING: 1"; METAL 5 ATTIC STAIR STRINGERS: 2x12; (3) PER RUN TREADS: (1) LAYER OF 1 1 /8" PLYWOODW/ EASED EDGE; COVERED WITH CARPET RISERS: 1x8; (1) LAYER 1 1/8" PLYWOOD; COVERED WITH CARPET PopnAM WALTEr"IR LANDING: (1) LAYER OF 1 1 /8" PLYWOOD; COVERED WITH CARPET NOSING: 1"; METAL ARCHITECTS, INC. 4 SCHEDULED BASE 5599 SAN FELIPE, SUITE 500 3 1 x6 TRIM; PAINTED HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 2 OPEN BELOW STAIR;. PROVIDE FRAMING BELOW STAIR TO ALIGN FACSIMILE 713.850.8242 WITH BOTTOM OF FLOOR TRUSS; SLOPE SOFFIT (5/8" TYPE "X" E-MAIL: OFFICE @ POPWALARCH.COM GYPSUM BOARD) UNDERSIDE OF STAIR TO MATCH STAIR SLOPE 1 PREMIER SERIES STAR COMPONETS BY LONE STAR PLYWOOD AND DOOR AS FOLLOWS: STRINGERS: 2x12 STRINGERS FOR PRIMARY SUPPORT WITH 02 2l 00 MULTI -LAYER PLYWOOD LAMINATE OVERLAY TO FORM RADIUS TREADS & RISERS: 1 LAYER OF 1 1 /8" PLYWOOD TO BE 5 ih D. W414(l OVERLAYED WITH CARPET RUNNER AND 1x OAK TRIM, STAINED �N, c AND VARNISHED-(2 COATS). PROVIDE 1" NOSING. AT STAIR TREADS INSTALL EASED EDGE FOR CARPET RUNNER INSTALLATION. r BALUSTER: OAK; NO. 2005; (2) PER TREAD; HEIGHT VARRIES S 672ro PAINTED FINISH OF HANDRAIL: OAK; NO. 6010; STAINED AND VARNISHED (2 COATS) 01/05/00 STARTING AND INTERMEDIATE NEWELS: OAK, NO. 3015; HEIGHT VARIES; PAINTED FINISH. NOTE: INSTALL NEWELS 0 6'-0" VOLUTE: OAK NO. 7230 & 7235; STAINED AND VARNISHED ., (2 COATS)i� 3 GOOSENECK RAIL TRANSITION FITTINGS: OAK, MODEL NO. AS THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON SHEET AD-1 REQUIRED; STAINED AND VARNISHED (2 COATS) _ PROJECT NO. 969 DRAWIVCm VOTES" COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. ROLLED STAINLESS f`TCC9 !l/V lkl=m rr%m (N M 00 tI 0 L_ 0 V) 0 a� 0 CL a 0 Y LL OPEN (ONL SIUL) h UK GAK I 6'-2" " 3/4" PLYWOOD DOORS, DRAWERS, SIDES, AND BOTTOM; ALL SURFACES SHALL BE PLASTIC LAMINATE COVERED PROVIDE HEAVY DUTY FULL EXTENSION DRAWER GUIDES. TYPICAL OF ALL DRAWINGS iv ROLLED STAINLESS iv STEEL COUNTERTOP = N o 04 04 -- - - - - ih 04 " E.Q. E.Q.__t E.Q. E.Q. " 01 7'-0" (OTHER SIDE OPP. HAND) WORD COUNTER 1/2"=1'-0" 1 10 • 7'-0" 0 7'-0" E.Q. E.Q. E.Q. L I 27 W. C ,. ,.. I 1 S ■ ■ �� III- -_ -. _� _ ■ - 29 E.Q. 01 E.Q. 10 E.Q. 7'-0" 70 E.Q. E.Q. E.Q. 7'- 2" IUD EQUIP1 MMT/FIXTURES/NOTES SCHEDULE ECUI?L!' EMT ELECTRICAL 1~ VIILC PLU,Mril.G REh�t�R�S ITEM NO. EQUIPMENT QUANTITY SERVICE TYPE POWER REQ. LOCATION CFM S.P. DRAIN COLD WATER I HOT WATER GAS LOCATION 1 FRYER 1 CONV. OUTLET - - - - - - - 1/2" 90,000 BTU 11" AFF 2 DOUBLE OVEN RANGE/GRILLE 1 CONY. OUTLET 115V, 1P, 4A 16" AFF - - - - - 3/4" 372,000 BTU 32" AFF 3 DISHWASHER 1 J-BOX 208V, 1P, 38A 12" AFF - - F.S. 1/2" - 2 1/2" AFF PROVIDE ADJUSTABLE LEGS. PROVIDE PRESSURE REGULATOR 4 REACH -IN FREEZER 1 CONV. OUTLET 115V, 1P, 15A 16" AFF - - - - - - - 5 ICE MAKER 1 CONY. OUTLET 115V, 1P, 20A 16" AFF - - F.S. 1/2" - - 32" AFF 6 4-WELL HOT FOOD STATION (24"x60") 1 CONV. OUTLET 120/208V, 1P, 15A 16" AFF - - - - - - - 7 4-WELL COLD FOOD STATION (24"x60") 1 CONV. OUTLET 120/208V, 1P, 15A 16" AFF - - - - - - - 8 NOT USED - - - - - - - - - - - 9 REACH -IN REFRIGERATOR 1 CONV. OUTLET 115V, 1P, 15A 16" AFF - - - - - - - 10 3-COMPARTMENT SINK (S.S.) 1 - - - - - F.S. 3/4" 3/4" - 24" AFF t5"xl5"x12"D. O EA. COMPARTMENT 11 PRE -RINSE UNIT W/. ADD -ON FAUCET 1 - - - - - - - - - - 12 DISH DOLLIES 2 - - - - - - - - - - 13 WORK TABLE (30"x24") 1 - - - -PROVID - - - - - - 14 VENT HOOD (8'-0") W/ MAKE-UP AIR 1 J-BOX 208V, 1P, 15A 96" AFF 2,400 0.5 - - - - - SWITCH EA DU FOR SWITCH. PTED ROVIDENS& ENCLOSURCOVERUGHT OABOVE OHOOODD 15 FIRE SUPPRESSION SYSTEM 1 J-BOX / CONY. OUTLET 120V, 1 P, 20A - - - - - - - - CONNECTION COORDINATE POWERELREOUIRAM NTS / GS 16 HAND WASH LAVATORY 1 - - - - - 2" 1/2" 1/2" - - 17 CART (18"x24") 1 - - - - - - - - - - 18 PREP SINK (S.S.) 1 - - - - - F.S. 1/2 1 /2" - - 19 FLOOR SINK (F.S.) 5 - - - - - 3" - - - - 20 POT RACK 1 - - - - _ - - - - - PROVIDE BLOCKING UNl-STRUT FRAME ABOVE CEILING, TO TO SUPPORT POT RACK. 21 STAINLESS STEEL BACK 1 - - - - - - - - - - FROM FLOOR TO TOP OF HOOD 22 BASE CABINET (30"x96") WITH ROLLED STAINLESS STEEL COUNTER TOP/BACKSPLASH 23 PRE MANUFACTURED, 36" DEEP, BASE CABINET WITH ADJUSTABLE SHELVES, AND STAINLESS STEEL COUNTERTOP/BACKSPLASH. ALL MATERIAL SHALL BE 3/4" THICK MIN. PROVIDE POLISHED BRASS WIRE PULLS, . INTERNAL MORTISED CONCEALED HINGES, MORTISE MOUNTED SHELF SUPPORTS (KV# BHMA B 8 4073). ALL SURFACES SHALL BE PLASTIC LAMINATE COVERED; COLOR SELECTED BY DEVELOPER. 24 PREMANUFACTURED, 14" DEEP, OVERHEAD WALL CABINET WITH ADJUSTABLE SHELVES. ALL MATERIAL SHALL BE 3/4" THICK MIN. PROVIDE POLISHED BRASS WIRE PULLS, INTERNAL MORTISED CONCEALED HINGES, MORTISE MOUNTED SHELF SUPPORTS (KV# BHMA B 8 4073). ALL SURFACES SHALL BE PLASTIC LAMINATE COVERED; COLOR SELECTED BY DEVELOPER. 25 PROVIDE BLOCKING IN WALL TO SUPPORT WALL CABINETS 26 PROVIDE PLASTIC LAMINATE FILLER PANEL AS REQUIRED 27 PREMANUFACTURED, 14" DEEP, OVERHEAD OPEN SHELVING. ALL MATERIAL TO BE 3/4" THICK MIN. ALL SURFACES SHALL BE PLASTIC LAMINATE COVERED; COLOR AS SELECTED BY DEVELOPER. 28 FULL HEIGHT SILVER STORAGE CLOSET. PROVIDE SHELVING AT 2'-0" O.C. FROM FINISH FLOOR. ALL INTERIOR SURFACES TO BE LINED WITH SILVER CLOTH. EXTERIOR SURFACES SHALL BE PLASTIC LAMINATE COVERED; COLOR AS SELECTED BY DEVELOPER. 29 PRE MANUFACTURED, 24" DEEP, BASE CABINET WITH ADJUSTABLE SHELVES, AND PLASTIC LAMINATE COUNTER TOP/BACK SPLASH. ALL MATERIAL SHALL BE 3/4" THICK MIN. PROVIDE POLISHED BRASS WIRE PULLS, INTERNAL MORTISED CONCEALED HINGES, MORTISE MOUNTED SHELF SUPPORTS (KV# BHMA B 8 4073). ALL SURFACES SHALL BE PLASTIC LAMINATE COVERED; COLOR SELECTED BY DEVELOPER. FS 1" 2„ 1/2" U U FS ktrKIT 110 �pV I �Gv ��ofLon KITCHEN PLUMBING 3/16"=1'-0" F:�C n —I ESE- 0 ooaov o00 KITCHEN L TIO S 1/4"=1'-0" 0 KITCHEN - HV C 3/16"=1'-O" 1 05 KP-8 KIP-7 KP-5 KP-3 KP-1 J J +40" I 1V02.) KP-9 0 +48„ 0+40"1 L----------- +12" KP-10 KP-8 KP-11 GFI_ - GFI GFI _ — _ GFI KP-13 +12" +30" �� +30" +30" +30" t . +12" KP-4 KP-20 KP-6 KP-2 +72 » 48 +48 0 8" EE GFI J .-G +12"GFI +1 0 D M GFI 0 +12 [Tin KP-15 KP-16 KP-12 NOTE: ELEVATION OF DUPLEX OUTLET SHOWN IS TO BOTTOM OF OUTLET BOX. COORDINATE OUTLET BOX HEIGHT WITH EQUIPTMENT AND FURNISHINGS PRIOR TO ROUGH -IN KITCHEN - ELECTRICAL 3/16"=1'-0" E41 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING a UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHYAM 1ATAL"ll"E"A ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ®POPWALARCH.COM 01/05/00 THIS SHEET IS INCOMPLETE W1110 T INEORMATIOrI STATED ON SHEET AO-1 PROJECT NO. 969 I JTCHEV' - EQUIPMENT 3/16"=1'-0" 01 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. - POST TENSION INSPECTION EVALUATION POST_TE SIO GENERAL NOT S - _ TENDON LENGTH . N TION REQUIRED ELONGATION MINIMUM ELONGATION MAXIMUM ELONGATION N REQUIRED ELONGATION TENDON LENGTH RE Q MINIMUM ELONGATION MAXIMUM ELONGATIONDESIGN (IN.) _ (IN.) IN, IN. FT. { ) IN. { ) (IN.) .(FT _ ACCEPTED ; FOUNDATION SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED USING ACCE E 10.000 7 o. 95 0.7 0.875 _ 100.000 _. , 7 53 .9 7.158 4 7 8. 9 ACCORDANCE WITH THE CRITERIA FOR SELECTION ENGINEERING, IN CC ; 1100 0 0.875 7 0.787 >: 0 962 ' 102.000 104.000 8.1 12 8.271 7 .301 7 444 8.924 - � 9.098 .AND A DESIGN OF RESIDENTIAL SLABS -ON -GRADE. THE ° AMERICAN `CONCRETE ,INSTITUTES AND - 12.000 0.954 1.034 . 0,859 0.931 1.050 1 137 1os.oao 8.430 7.587 9,2 73 , BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE 'POST TENSION _ 13.000 14.0 40 1,113 t o02 t 225 10$�20 8 589 7 73t 44$ 9� -�- MATERIALS, THE PLASTICITY INSTITUTE TENTATIVE SPECIFICATIONS FOR POST TENSION 1 00 5. 0 1.193 t.a74 1 1,3 2 1 to.000 8.749 7 4 .87 9.623 T N THE PLANS. , INDEX IS NOTED IN THE DESIGN DATA- 0 16.000 17.000 1.273 1.352 1.145 1.217 1.400 1.487 112.000 114.000 8.908 9.067 8.017 8.160 9,798 9.973 ,USED _ 18.000 1.432 1,288 1.575 116.000 9.226 8.303 10.148 COORDINATI N � - 19.000 -120.000 20,000 1.511 1,591 1,360 1.432 -1.662 1.750 _ 118.000 9.385 9.544 8.446 8.589 10_323 10.498 MUST VERIFY ALL DROPS OFF -SETS BRICK LEDGES AND 1. BUILDING CONTRACTOR US E L , - 21,000 1,670 1,503 1.837 122,0 00 9.703 8.733 10.673 BLOCKOUTS > ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER.OF 22.000 1.750 1.575 t .925 2.012 124.000 126.000 9.862 10.021 8.876 9.019 10.848 11.023 ANY DISCREPANCIES THAT MAY EXIST ON ' THESE PLANS. 23.000 24.000 1.829 1.909 1.646 1.718 r 2.100 128.000 10.180 9.t62 ____ 11.198 2. THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE 25.000 1,988 1.789 2.187 130.000 10.339 9.305 11.373 ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER 2s.000 2.os8 . 1.861 2.275 132.00o 10.498 9.448 11.548FOUNDATION., RELATED.. ITEMS REQUIRED TO COMPLETE THE - . _ 27.000 28.000 __2.147 2.227 ' 1.933 2.004 2.362 2,450 134.000 136.000 10. 657 10.816 9.592 9.735 11.723 a 11.8� 8 29.000 2.306 2.076 2,537 138T000 10.975 9.878 12�073 MATERIAL S - : -- - 30.000 31.000 2.386 2.465 2.147 2.219 2.625 7 2. 12 140.000 142.000 11.135 11.294 10.021 10.164 12.248 12.423 R IN FOUNDATION BEAMS AND 'SLABS MUST 'ATTAIN A MINIMUM COMPRESSIVE 1. CONCRETE 32.000 2.545 2.291 2.800 144.000 11.453 10.307 12.598 I STRENGTH AS NOTED IN THE DESIGN DATA AT 28 DAYS AND AT LEAST 2000 P.S, . 33.000 2.625 2.362, 2.887 146.000 11.612 11.771 10.451 10+594 12.773 12.948 AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL 34.000 _ _ - 2.704 2.434 2.505 2975 3.062 148.000 150.000 t 1.930 10.737 13.123 BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND 35.00 36.000 2.784 2.863 2.577 3.149 152.000 12.089 10.880 13.298 ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 37.000 2.943 2.648 3.237 154.000 12.248 11.023 13.473 2, PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, 38.000 3.022 7 2.720 3.324 156.000 12.407 11.166 13.648 13_823 3, PRESTRESSING TENDONS WILL CONSIST OF 270 K 7 STRAND WIRE LOW RELAXATION 39.000 ~- 3.102 2.792 2.863 3,412 3.499 1588.000 160,000 12.566 12.725 11.309 11,453 13.998 STRESS- RELIEVED. CABLE WITH ,PREVENTATIVE LUBRICANT AND WRAPPED. WITH PLASTIC - - 41.000 41.000 3.261 3,261 2.935 3,587 162.000 12.884 11.596 14.173 SHEATHING CONFORMING TO ASTM A-416. END ANCHORAGE DEVICES WILL -CONFORM 42.000 3.340 3.006 3.674 164.000 13 ... 043 11 348739 14 TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY 43.000 3,420 3.078 3.762 166.000 168.000 13.202 13.361 11.882 12.025 14.523 14.6698 SEATED OR POWER SEATED. 44.000 3.499 3.149 3.849 0.000 13.520 1 14.873 4, MILD STEEL REINFORCING (IF REQUIRED): REBAR-ASTM A-615-60, . WELDED WIRE 45.000 46.000 3.579 3.658 3.221 3.293 3.937 4.024 1 172.000 13.680 .t6 12.312 15.047 FABRIC-ASTM 185. 47.000 3. 738 3.364 4.t 12 174.000 13.839 12.455 15.222 5. 2" (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH 48.000 3.818 3.436 4.199 176,000 13.998 12.741 397 15.572 GEOTECHNICAL REPORT SITE PREPARATION RECOMMENDATIONS, 49.000 ' 3.897 3.507 4,287 178.000 14.157 t 2.741 15.747 15. 6. A PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE f. 50.000 3.977 4.056 3.579 3.651 4.374 4.462 180.000 182.000 14.316 14.475 12.884 13.027 15.922 22 B USE 5 SACK PORTLAND CEMENT. 51.000 52.000 4.136 3.722 4.549 184.000 1 4.634 13.171 16.097 C WATER CEMENT RATIO = .52 MAX. / - 53.000 4.215 3.794 4.637 186.000 14.793 13.314 16.272 D NO CONCRETE ADMIXTURE SUCH AS-FLYASH OR "NU-CEM" SHALL BE PERMITTED 54.000 4.295 3.865 4.724 4.812 188_000 190.000 14.952 15.111 13.457 13.600 : 16.447 16.622 7. CONCRETE ADMIXTURES SHALL CONFORMTO ASTM C494. 55.000 56.000 4.374 4.454 3.937 4.008 4.899 192.000 15.270 13.743 16.797 8.1 ALL REINFORCING STEEL MARKED CONT." SHALL BE LAPPED 36 BAR DIAMETERS AT - 57.000 4.533 4.080 4.987 194.000 15.429 13,886 16.972SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD :90 DEGREE 58.000 4.613 4.152 5.074 196.000 15.588 14.029 17,147 17.322 BEND ON CORNER BARS. 59.000 60.000 4.692 4.772 4.223 4.295 5.162 5.249 198.000 200.000 15.747 15.906 14.173 14.316 17.497 61.000 4.851 4.931 4.366 4.438 5.337 5,424 202.000 204.000 16.065 16.225 14.459 14.602 17.672 17.847 �QN_STRUCTION 62.000 63.000 64.000 5.011 5.090 4.509 4.581 5.512 5.599 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT. BE REDUCED OR -5- ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 66.000 5.249 4.724 5.774 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAL ENGINEERS SITE 67.000 68.000 5.329 5.408 4.796 4.867 5.862 5.949 PREPARATION RECOMMENDATIONS. 69,000 5.488 4.939 6.036 COMPLIANCE UPON REQUEST. - 70.000 5.567 5.011 6.124 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE 71.000 5.647 5.082 6.211 TENDON .ANCHORAGE. 72.000 5.726 5.154 6.299 .NOTES: 4. SUPPORT TENDONS AND BARS. SECURELY TO PREVENT BOTH, VERTICAL AND 01-05-00 ISSUE FOR I.F.C. AND PERMIT 73.000 74.000 5.806 5_885 5.225 5.297 6.386 6.474 HORIZONTAL 'MOVEMENT DURING PLACING OF CONCRETE. 10-28•-99 ISSUE FOR REVIEW AND PRICING 75.000 5.965 5.368 6.561 1.) TENDON LENGTH IS THE LENGTH OF THE TENDON MEASURED OUTSIDE FACE TO 5. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING 76.000 6.044 5.440 sa49 OUTSIDE FACE OF CONCRETE SLAB. EQUIPMENT CLEARANCE. L , . 77.000 6.124 5.512 6,736 " 6. IF TENDON IS DAMAGED, FOR .5 OR MORE IT MUST BE RESHEATHED TO KAPPA DELTA 78.000 6.204 5.583 6.824 6.911 2,) INTERPOLATION OF THE ELONGATION LENGTH IS PERMITTED FOR TENDON LENGTHS .SHEATHING PREVENT CONCRETE FROM :BONDING TO THE CABLE. 79_000 6.283 5.655 6,999 OCCURRING IN BETWEEN THE LENGTHS SHOWN ON THE ATTACHED. SORORITY 80.000 6.363 5.726 81,000 6.442 5.798 7.086 - 3. .ELONGATIONS ARE FOR 1/2" DIAMETER 270 K SEVEN ) STRAND WIRE, STRESSED QUALIFICATION • 82.000 6.522 5.869 7,174 AT 33.0 K PER STRAND AND SEATED AT 28.9 K PER STRAND. 83.000 6.601 5.941 7.261 POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: HOUSE 84.000 .6.681 6.013 7.349 7.436 4.) TESTING AGENCY SHALL PROVIDE CERTIFICATION OF ALL TENDON ELONGATIONS. 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 6.760 6.084 85.000 86.000 6.840 6.156 7.524 5.) POST TENSION CONTRACTOR SHALL PROVIDE TENDON LENGTHS TO TESTING AGENCY 2. LATEST CALIBRATION DATE OF EQUIPMENT USED. UNIVERSITY OAKS BOULEVARD 87,000 6.919 6.227 7.611 FOR USE IN CONJUCTION WITH THE ATTACHED CHART FOR ESTABLISHING THE 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. COLLEGE STATION, TEXAS 88.000 6.999 6.299 7.699 'CALCULATED/ACTUAL ELONGATION MEASUREMENTS. 4. MIL TEST CERTIFICATE ON STRANDS. 89.000 7.078 - 6.371 7.786 90.000 91.000 7.158 7.237 6.442 6.514 7.874 7.961 STRESSING 92.000 7.317 6.585 8.049 93.000 7.396 6,657 8.136 1. 1 /2„ 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER STRAND, BUT MAY BE 94.000 95.000 7.476 7.556 �s 728 _._ 6.800 8.224 8.311 INITIALLY STRESSED AT 33.0 K PER STRAND. 96.000 7.635 6.872 8.399 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE 97.000 7,715 6.943 8.486 STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT 98.000 7.794 7.015 8,574 APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE _ 99.000 7.874 7.086 8.661 STRESSED IN THE LONG DIRECTION ONLY. FINAL STRESSING SHOULD BE -DONE AS RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR OTHERS APPROVED BY SCA.REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION. NOTES: 1.) CROSS HATCHED AREAS INDICATES TO WARP CONCRETE TO BE FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM 0 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR & LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1/2"0 X 10" ANCHOR BOLTS 0 48" O.C. (U.N.0.) 4.) SIMPSON MAS ANCHORS MAY BE USED TO REPLACE 1 /2" 0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES. MAS ANCHORS CAN NOT BE USED AT SHEAR WALLS. " 1'-DN I " ' " 1'-D" , " ",_0" , „ 1'-0" I II I -ON 11 ' 1-011 1 O" 10 17 -10 3/4 1 -0 18'-0 1 /4" 18 -0 17 -10 18'-0" 18 -0 1 /4 17I -10 3/4 18'-0 1/4" 1 V-2 1/4" 11'-5 3/4 11'-6 1/2" 15' 1/2" 15'-4 1 2' 1 V-8 1/4" 14'-1 1/2" 10' J 15'-10 1 j4" COLUMN PAD ' 0 BRICK LEVEL (TYP, 12 PLACES) 3 11 I I S2-0 S2-0 - o co c"I 1 F -� (J172.8 F2.8 F2.8 , F2.8 F2.8 (— F2.8 F2.8 F2.8� a3'-401 I I 5 j { I 2'-11 3/4" 21-9 S2-0 FT- F2L-I-j L L 7::77F F3 I I `� F3 - ._NII II II I = N 5 D, /2" I I ' 11 I I I! I I 1 I 10 1 /2" o I( I I N 4 -0 1/4" I II II II lI II '`' II II I1 II L_ _ -J J LJ L --F -i-1— -J L — _J � F3 t2 F3 F3.5 15'-0- 1 I I?4--�I I I (Lsz-o s�P. �' 01-05-00 ISSUE FOR I.F.C. AND PERMIT 111 IL- JL -JL___ -�- _Lo N Fr6 � � � � �' � N 10-28-99 ISSUE FOR REVIEW AND PRICING I -_ -o I I I I KAPPA DELTA = F3.5 —1 FF4.5 il F3 L_ L 00 _ - - SORORITY I BEAM ® O.) I III I04 I' -1 f -1 f �I (- -1 00'q- °° 2 00 1 5'-3 1/2" 45'-8 1/21. HOUSE �„ I 1 I I I N 1 I w ao �0.5 s2—o.— L— L— 5 1j 1 I — I — UNIVERSITY OAKS BOULEVARD J_j—1 _1 COLLEGE STATION, TEXAS F3.5 I I I = 4.5 7 13/ 16" I I 7 13/ 161. o I o II 5 \ 1 I I 3 13/16- AL I I I S2-0 Ito I I I I 2-#5X5'-0" F2 F 1 I (I I (TYP. 2 PLACES) JF2� ° (— —1 -1 1- 7 N C14oui 7h �, I M 15 5 3/8" NIC1i r E I o S2-0 I I I I 1 N 13 1'-0 3/8" I I SEE ARC o 3 S2-0 •- L_ _ L_ _ L_ _.j - - _ _ F 1 N N r 1 �_ No POPHAM WALTER \ 13 13 I 12 a \ o I 12 II S2�0 II s2-o ' s2-o 12 I s2-o II w I ARCHITECTS, INC. o� I S2-0d I L S2-0 �' f L� _ —J 5599 SAN FELIPE, SUITE 500 R14iv 1 SI `; Min HOUSTON. TEXAS 77056 in ;,� S2-0 i iv TELEPHONE 713.850.8575 17'-5 1/4" '-5 1/4" iv 17'-0 3/4" 17'-0 3/4" 7'-3 1/4 15'-7 1/4" FACSIMILE 713.850.8242 E-MAIL: OFFICE ® POPWALARCH.COM 3" I 7 -1 ,. 1/4 3" 6 3/8" 23'-3" 6 3/8" 3" 7 -1 1/4 11 IF 3" 15--10 1/4" 6" 8'-7 1/4" 6" 15'-5 3/4" 13'-6 1/2" 1'-2" 26'-7 3/4" 1'-2" 13'-6 1/2" 15'-5 3/4" 611 8'-7 1/4" 6" 15'-10 1/4" z....., �: ''•.s CRANE E ;......................V ... 44891 :� .'' IFS•••• .. '• CONSULTING ENGINEERS S;ONA CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON, TEXAS 77074-1126 713/779-7251• 1-800-422-7252• FAX: 713/779-1173 LOUISVIa KENTUCKY ORLANDO, FLORIDA (502) 426-6789 (407) 893-6200 TES SSW IS PfCa.TLETE rVOUT P,,"TVWATION STATM ON SST AO-1 ti PROJECT NO. 969/194-71 6- LIT A 1/8'=1'-0' 01 COPYRIGHT C� 1998 POPHAM WALTER ARCHITECTS, INC. SEE PLAN FOR C14 TENDON SPACING PAVERS NOT REO'D IN it -0 SEE ARCH. BEAM TENDON SEE PLAN SLOPE 2„ 8" 2" FIN. FLR. 4 (14 ................ . . . . . . . . . . . . . . . . ................. ................. V) .................... . ! . . . . . . . . . . . . . . . . . . . . . V) . . . . . . •.I . . . . . . . . . . . ............. UJ Z . . . . . . . ... ...... 0 ooc) .................. ...................... z ...................... .................... ..................... ...................... ... .................... 0 of....................... LLJ . . . . . . . . . . . . . . . . . . . . . . . .............. . ..... Ic"i STRUCTURAL 6 MIL. FILL RE: VAPOR BARRIER GEOTECNICAL (2) #5 CONT. REPORT EXTERIOR GRADE BEAM at VINYL SIDING "IS" HOOK TENDON CHAIR (TYP.) TENDON SEE PLAN TS 5X5 COLUMN FIN. FLR. PL 3/4XllXO'-11- W/ J, (4) 5/8-OXO'-8- H.S.A. ............ 10. co........ ................... ..................... .............. 1 2" 2# ................... ..................... ...................... L ................... ..... . .. ............... TENDON SEE PLAN cq • ...................... ................. .......... p STRUCTURAL (2) #5 CONT. FILL SEE GEOTECNICAL 6 MIL. REPORT VAPOR BARRIER All TS 6X6_ COLUMN PL 3/0 1 2X l'-O- W/ 11" TS 4X4Q0LUM PL 3/4XIOXO'-10" W1 (4) 5/8-OXO'-8- H.S.A. EXTERIOR GRADE BEAM at VINYL SIDING (13� STEEL COLUMN BASE PLATES 10 SEE PLAN FOR TENDON SPACING *S" HOOK NOT REQ*ID IN (TYP.) TENDON CHAIR BEAM (TYP.) r TENDON SEE PLAN FIN. FLR. (D ......... .......... ........ .......... .......... ......... . ........... ........... fo ........... ....... ........ ............ ........... ..... ......... ......... ............ ......... ............. ... . ....... .... ...... .... --SEE FOOTING SCHEDULE ...... ...... . ..• ... ... .................... ......... .......... I . ....................... ........ . FOR REINFORCING .............................. ... . STRUCTURAL SEE FOOTING SCHEDULE (9/S2.0) FILL SEE GEOTECNICAL REPORT PAVERS SEE ARCH. 'IS" HOOK CHAMFER (TYP.) TENDON CHAIR SEE ARCH. (- TENDON SEE PLAN, (TYP.) FIN) FLR. 7_..SLOPE Z LZ (nu7............. LZ 3 po ............... bj ................ z ..................... 0 ........... _j z C.)................ W 0 ]z ...................... E �- TENDON 0 W SEE PLAN 0 uj ..................... CN n................ .............. ................. STRUCTURAL FILL SEE GEOTECNICAL REPORT (2) #5 CONT. 6 MIL. VAPOR BARRIER SECTION at SPREAD FOOTING SECTION at GRADE BEAD 'IS" HOOK #5 CONT. #4 DOWELS 0 12- O.C. TENDON SEE PLAN 7 .............. ................... CONT. KEYWAY & 6- PVC WATER STOP TENDON - SEE PLAN TENDON kwl"IAIK (TYP-) 15# FELT OR (T-yp,) TENDON SEE PLAN 6 MIL POLY FIN. FLR. 1-#5 CONT. [ 4 4" SLAB ON GRADE CN ...... ........... W/6X6 W1AXW1.4 WWM ........... ............ (o SEE PLAN FOR TENDON SPACING -Z < ............ ............. NOT REQD IN ............................................................... 00 0 .. . .................. .. BEAM ...................... ................... .. ................... ...... .............. 4� . .... ......................... .. ................ uj .................... , . I w 2) #5 CONT. J F.Ix r STRUCTURAL FILL SEE GEOTECNICAL REPORT r #4 0,12" STRUCTURAL O.C. EA. WAY FILL SECTION at FUTURE ELEVATOR PIT PAVERS - SEE ARCH. SEE FOUNDATION PLAN "S" HOOK TENDON CHAIR SEE PLAN FOR (TYP.) TV. ) PAVERS TENDON SPACING CHAMFER SLOPE TENDON SEE PLAN SEE ARCH. 1/2- L NOT REO'D IN SEE ARCH -.00— 1 1 \ SLOPE-\\ BEAM TENDON SEE PLAN FIN. FLR. . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . .......................... .............................. ...................... ...................... ............. TENDON .....• ...... .............. ................. SElt PLAN ........... * .. ..... ..... ............. STRUCTURAL FILL SEE ................ ................ ................. ................. ................ ................ V) .................. ................... ui .................. Lj Z io ...................... .............. ................... ....................... .................... ............. * ......... ..................... ............... ..................... ....................... ...................... ................ . .............. ............... ...... 0 ................ ..... 0 > .............. ....... CL GEOTECNICAL STRUCTURAL REPORT 6 MIL. FILL RE: VAPOR BARRIER GEOTECNICAL (2) #5 CONT. 0 (2) #5 CONT. REPORT 6 MIL. VAPOR BARRIER FOOTING SCHEDULE DROP IN GRADE BEAM at BRICK SECTION at GRADE BEAM COLUMN FOOTING SEE ARCH., SEE ARCH. TENDON SEE PLAN "S" HOOK ------ SEE ARCH. TENDON SEE PLAN GRADE SEE PLAN FOR SEOETPLAN BEAM BEYOND COLUMN SIZE TENDON CHAIR tS�% \ (Typ.)__� cr SEE 2/S2-0 BASE PLATE I (TYP.) COORDINATE W/ PLUMBING TENDON CHAIR SEE 10/S2-0 CHAMFER C) FINISH FOR REINF. TENDON SEE PLAN 00- FLOOR FIXTURES PROVICED BY (TYP.) FIN. FLR. SEE ARCH. SLOPE FI 4 FLR.1\ THE CONTRACTOR. 1 r C-4 ...... ....... ............... ....... F.......... ................ ....... 00 .......... .............................. ........ ...... ......................... ..... I . ........ .......... . . . . . * ................. ............. ....... ........... ........................ * * * * ........ . ................................. ...... ............ ........ I ......... .............. : .................................. ........ ................. . . . ......... ......... .............................. Ld z .......... .............. ....................... 0 ......... lie . .......... ...................................................................... (o ............ .......... C) TENDON ........ ....... * .... ... ........ z .................. SEE PLAN ? .1 .. . . . . . . . .. . . . . . . . . . . I . .. . . . . . . .. . . . ... . . .. . . . I , I , . * ... , . , . * .. ..- . . . . . . . ,. . . . ... ... ............. . . . *. *. * ............................................ ............. ....................................................... .... I .......... 0 Li ...................................... ............ . . ......................... 0 > .... ..................................... .......... .............. ........ ....... I ... I ......... .............. .............. ...................... ............ .................. ............ ............ ....................... .......... FOOTING ........... BEYOND STRUCTURAL i (2) #5 CONT. STRUCTURAL FILL SEE r FILL SEE SEE PLAN FOR GEOTECNICAL GEOTECNICAL TENDON SPACING REPORT STRUCTURAL REPORT NOT REQ'D IN SEE FOOTING SCHEDULE (9/S2.0) — FILL SEE BEAM SEE SCHEDULE SEE SCkDULE--//jsEE FOOTING SCHEDULE (9/S2.0) GEOTECNICAL FOR. REINF. FOR REINF. REPORT 6 MIL, VAPOR BARRIER INTERIOR FOQTlNG DETAIL 11 SECTION at ROLL IN SHO ER SECTION at PORCH COLUMN FOW,_FDATIOMI D12TAIL S111MET DRAWING NAME 9471S20 1-5-00 9:41AM RobicheouxO FOOTING SCHEDULE MARK SIZE REINF. F2 2'-O*X2'-0"X1'-6- 3-#4 EA. WAY F3 3*-0'X3'-O"X1'-6- 3-#4 EA. WAY F3.5 3'-6X3'-6"X1'-6" 4-#4 EA. WAY F4 4'-0"X4'-0"X1'-6" 4-#4 EA. WAY F4.5 4'-6"X4'-6"X1'-6" 5-#4 EA. WAY F2.8 2'-8*X2'-8"X1'-6" 3-#4 EA. WAY 01-05-00 ISSUE FOR I.F.C. AND PERMIT 10-28-99 ISSUE FOR REMEW AND PRICING INTERIOR GRADE BEAM 2 KAPPA DELTA 5 1/2" 'IS" HOOK TENDON. CHAIR SORORITY iv (TYP.) (TYP TENDON SEE PLAN HOUSE FIN. FLR. UNIVERSITY OAKS BOULEVARD ....... ............ COLLEGE STATION, TEXAS 00 ...................• I .................. .................... .............. I ...... .................... 7— ....... I ........... ...................... ...................... to ............... .............. .............. TENDON SEE PLAN ................... ................ .................... ........... ...................... ..................... ......... ....... iI STRUCTURAL (2) #5 CONT. FILL SEE GEOTECNICAL 6 MIL. REPORT VAPOR BARRIER POPHAM WALTER SEE DESIGN DATA (TYP.) ARCHITECTS, INC. EXTERIOR GRADE BEAM apt BRICK EDGE 1 5599 SAN FELIPE. SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 •DESIGN DATA E-MAIL- OFFICE @ POPWALARCH.COM ALL TENDONS ARE 270 K 7 STRAND CABLE, 1/2- DIAMETER. ALL SLABS ARE 4- THICK, W/ PORTLAND CEMENT; 5 SACK (MIN.) MIX; 3000 PSI AT 28 DAYS; NO FLYASH,ALLOWED; WATER/CEMENT RATIO = .52 (MAX.) EXTERIOR GRADE BEAMS ARE_ -14-:--WIDE X 36" DEEP. OF INTERIOR GRADE BEAMS ARE 14* WIDE X 30", DEEP. (PROVIDE CORNER BARS 0 ALL EXTERIOR CORNERS AND INTERSECTIONS.) BRAD L CRANE (PROVIDE 2-#5s CONTINUOUS AT THE BOTTOM OF ALL BEAMS.) 44891, PLASTICITY INDEX VARIES CONSULTING ENGINEERS ;ONA THIS FOUNDATION IS SUITABLE FOR THE SITE AND HAS BEEN DESIGNED IN ACCORDANCE WITH RECOGNIZED CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 ENGINEERING PRACTICES AND SOIL LETTER SIGNED AND SEAIFD 11-22-9.9 HOUSTON, TQAS 77074-1126 PREPARED BY!j.W.BRQn & ASSOCIATESINC. 713/779-72529 1-800-422-72529 FAX: 713/779-1173 _., LOUIVILLE, KENTLXKY ORLANDO, FLORIDA ALLOWABLE SOIL BEARING CAPACITY ---2—,000P.S.F. (502) 426-6789 (407) 893-6200 'HIS %W IS PIWOLM r,,WJT ENFOMIATION STAID 04 SiEET AO-1 DESIGN DATA PROJECT NO. 969/19471 COPYRIGHT 1998 POPHAM WALTER ARCHITECTS, INC. 11111111m, 1111liq I RON "PINIMP"'Mmilp wil Fill 1 S-24 o 0 0 0 -- N ' S-2 •- cD qt � u) d N tQ N 1 i '� i 1 I r- v d �i to c 0) � S-22 1 ►� N I t t I I I 1 I t U) t!1 I I 1 to •� I I In I I I I (n Irn I 1 - t� I I to cn to V) t 77771 S-20 ' ' S-19 S-18 H N , - N S-6 _I iv - ...... .. .... ... ... ....... ... ............. ....... ....... .... ...... ........._...... ... _ .. ........«..... ... .......... S-5 ..... ........_. .. .....-. .... ........... .............. - ._ ........... ... ........ .. ..... ........ ...... ... ....... ......., ....... _ I 4 1 � t `n _ - S -3 _ ;n 1 `n POPHAM WALTER S-98 S-2 :- ARCHITECTS, INC. 1 1 1 1 i 1 S-1 t in S-29 1t =_4R 5599 SAN FELIPE. SUITE 500 HOUSTON. TEXAS 77056 I TELEPHONE 713.850.8575 ' I FACS!MILE 713.850.8242 1 E-MAIL- OFFICE ® POPWALARCH.COM - ' 0 3/4 1- 1 1 1 1- 1 1 1- 1 1 1 1- 11 I` 1 f- 11 11 1- 11 .- f 11 1-6 i/1' 3'-11 1/2' 1- N 3 6 f_ M 3 6 1- N 3 7 4 f- N 3 1_ /1 4 3 1- N 4 3 4'-4 3/4' 1- N 4 3 f- N 4 3 _ i 3/4 -1 3/4 3'-61/1' f- / 1 1 t- 1 1 1 1 f- f /- 1 f- 1 1 1 1 1 1 1 1 f- 1 1 1 1- f 1 1 1- 1 1' '-0 3/4 ��ZE �Of•••T��' .. ..y. �;' �'% * ,� 6N 133'-7 1 /2" 2 -5 3/4 2 -8 1 /4 3 -0 3/4 6 ......................... ,1 BRAD L CRANE V�,�b • :7'j 44891 CONSULTING ENGINEERS Ss/ONA ' •� . CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON' TEXAS 77074-1126 713/779-7252• 1-800-422-7252• FAX: 713/779-1173 LOUISVILE, KENTUCKY ORLANDO, FLORIDA (502) 426-6789 (407) 893-6200 ti .y TM MO IS VC01!"r'LM iF'THM V'FC1'�4AT ON STATED at SHOT AC - PROJECT NO. 969/19471 COPYRIGHT 1998 POPHAM WALTER ARCHITECTS, INC DRAWING NA►.r£ 9471S21 ; 1-5-00 9:40AM RoS+cheouxC c NOTES: 1.) FLOOR/COORIDOR FRAMING TO BE 18" OR 30" DEEP TRUSSES, AS MARKED ON PLAN, 0 24" O.C. (MAX. U.N.O.) 2. BALCONY FRAMING TO BE 15" DEEP TRUSSES @ 19.2"O.C, MAX. UNO. 3.) SHADED WALLS INDICATE INTERIOR LOAD BEARING WALLS. _ 4.) COORDINATE FLOOR TRUSS DESIGN W/ DUCT & PIPE LOCATIONS. SEE ARCH. & MECH. DRAWINGS. ADD FLOOR TRUSSES AS REQ'D. TO AVOID CONFLICTS W/ MECH. SYSTEMS, AND MAINTAIN 24 O.C. MAX. BEAM / HEADER SCHEDULE 1O 2 - 2 X 8 O2 - 2 X 10 3� 2-2X 12 O 3 - 2 X 12 G c�� Q 0P 5O 3 1/2 X 9 1/4 PSL. 12 HUC414 S7-2 HANGER QO Q TYP.+r�Q �Q 6� 3 1/2 X 11 1 /4 PSL. O 3 1 /8 X 12 G.L. F.B. F.B. F.B. `ssr F.B. F.B. •. S7-1 F.B. F.B. F B. - - HWU3.56/11.25 � � O 3 1/2 X 14 PSI. O ' g g � 8 HANGER 8 �8 8 in 1 (1) Q--*' n6 in • _ 5 _ _ S741 �k� '�S13 2 1 STOp /� S7-1 P-1/'1G w12x14 F.B. 57-2 S7-2 1 4 2 W 14X22 F.B. m 2 1 5 �S m 1 +a+1x A+ nN 2 3 A IN 7- Tcc S7-2 3E 1 1 W16X26 F.B. W16XF.B. 2 2 1 • 1 CANT. TRUSSES 01-05-00 ISSUE FOR I.F.C. AND PERMIT •� 1 1 1 3 huh+ +s+ 11 N _y:�.:_�.._ 10-28-99 ISSUE FOR REVIEW AND PRICING 16L _$ _ 2X8 JOIST .�� S7-1 24" O.C. a _ , X46 2LA. KAPPA DELTA S7-1 J828 HANG RS 5 5 W 8X o --r F.B. 1 I��C(-iE1�I _ S7- ^ u S7-, s7-2 S ,�ch+ F.B 5 , SORORITY vlLO HOUSE +� +'� X X HUS210-2TF RANGE 3 S7-2 �hlh W8xi L7 M 1 7 75 7 A`* I CMB 149 HAN .A5 R 2 OX �12 F.B sp )ES I - nB P9 I 5S7-1 Huc212-2 HANGER UNIVERSITY OAKS BOULEVARD 4WELD TO COLUMN _ ^^cc COLLEGE STATION, TEXAS RE: 8/S7.2 W18X71 F.B. W18X65 F.B. t.�IG 8 6 h Z o . 3 s7-1 m s7-1 to � 3 0 LZ S7-1 in S7-2 v 3 X S7-2 c; o S7-2 3 ��3A 5 �, 3 S7-2 S7-2 5 5 3 L 4 IT 0 4 TRUSSES � O 1 � 0 <n S 1 F LbOR 3 5 C��"�+ I ANTILEVERED c� 2 LAUNDRY ' 3 ADDITIONAL LINE LOAD: 1 3 5 o DEAD LOAD: 325pif S7-1 TV c r 2 LIVE LOAD: 300pif S7-1 ®u uus uu luu= (TYP. BOTH SIDES) .� 15 ADDITIONAL LINE LOAD: O POPHAM WALTER S7-1 F.B. F.B.B DEAD LOAD: i 40p1f LIVE LOAD: 50pif 4 4 4 F.B. ARCHITECTS, IIIC. 18" TRUSSES 30" TRUSSES CANT 1 O CANT. CANT 1 1O CANT. 5599 SAN FEUPE, SUITE 500 7056 . 2 F.B. F.B. STRAP FLUSH BEAM TO STUD BELOW F.B. cl �� F.B. TELEPH N TEXAS 78575 W/CS16 STRAP. PROVIDE 11-10d NAILSgo 2 TELEPHONE 713.850.8575 S7-2 AT TOP OF BEAM AND ALONG STUD. c� O S7-2 FACSIMILE 713.850.8242 (TYP. 2 PLACES BOTH SIDES) AA,9yy E-MAIL: OFFlCE C� POPWALARCH.COM 2X8 RAFTERS �cFS B C'R ®8 RAFTERS 0 2 O.C. ys sr 2 O.C. F , OF�•TF k .q *: :4c .......................... { BRAD L CRANE 448' •� CONSULTIN Fss�......•••' G ENGINEERS OVAL CORPORATE OFFICE �..6. 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON, TEXAS 77074-1126 713/779-7252• 1-800-422-7252. FAX: 713/779-1173 r POPHAM WALTER i ARCHITECTS, INC. - 0 Q iL I p' 4+ Lill u- -_ Li- --- 5599 SAN FE JPE, SUITE 500 C, C1 HOUSTON. TEXAS 77056 TELEPHONE 713.850.8575 5 FACSIMILE 713.850.8242 5 , E-MAIL:OFFICE POPI"/ALARCH.COlA d` ....................... 5 BRAD L CRANE 44 E .' . CONSULTING ENGINEERS �SS�orva� ' ✓� CORPORATE OFFICE f' ; 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON, TEXAS 77074-1126 713/779-72529 1-800-422-7252• FAX: 713/779-1173 LOUtSVV1LLE, KE"KY ORLANDO, FLORIDA (502) 426-6789 (407) 893-6200 171 s TRS SHEET IS INCWPLETE 1� DI(XJT ' 11 ATI I STATE CII S?T A4-1 .�rim PROJECT NO. 969/19471 I PLAN! let FLOOD COPYRIGHT C 1998 POPHAM WALTER ARCHITECTS, INC. c DRAWING NAME 9471S41 1-5-00 9:40AM RobicheauxC 14 02 14 2 ` L I ® ' - „ E _ Dz 14 14 : s I I r I I ip 14FT I� 2 142 �JF Lr- POPHAM WALTER • � 14 Q 14 ARCHITECTS, It3C. D 2 J 1 t 5599 SAN FELIPE, SUITE 500 2 HOUSTON. TEXAS 77056 14' 14 TELEPHONE 713.850.8575 2 FACSIM!LE 713.850.8242 E-MAIL: OFFICE® POPWALARCH.COM • �P(E ..... TF�� *: .+ BRAD L CRANE L ..............•...........' 44891 .' 2 CONSULTING ENGINEERS S�ONA `.✓'", CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON, TEXAS 77074-1126 713/779-7252• 1-800-422-7252• FAX: 713/779-1173 LOUtSV U, KENTUCKY ORLANDO, FLORIDA (502) 426-6789 (407) 893-6200 d TICS SHEET IS I!�COI�" tETE rlH0UT i'°<"-MOA7104! STATED l ti TEE) t�` STET 15-1 PROJECT N0. OrQ I PLAff 2nd FLOOR 1/81=11-01 COPYRIGHT 1993 POPHAM WALTER ARCHITECTS INC.O DRAWING NAME 9471S42 1-5-00 9:40AM RobicheouxC to fl w 4AQ R/1r 1 LFN.3 t`Y G'T W.l1. W/LUS26 HANGER ® EA. END GER 4nu 1 LW%al% VIJIJ l ca L r O.CFLOOR FRAMING AT ATPC SORORITY HOB BEAM / HEADER SCHEDULE NOTES: 1 2 _ 2 X 8 1.) ROOF TRUSSES TO BE 0 24"o.c. (MAX,) 2 2 —, X 10 2.) SHADED WALLS INDICATE INTERIOR Q .2 LOAD BEARING WALLS. �Q 3 2-2X 12 co c� 4 3-2X 12 3.) OVERLAY FRAMING, IF USED, TO BE 2X6024"o.c.(MAX,)W/2X8 c�� © GPQ 5 3 1/2 X 9 1/4 ,PSL. RIDGE (OR ROOF TRUSS VALLEY SET). 6 3 1/2 X 11 1/4 PSL. 4.) G.T. - ROOF TRUSS GIRDER <)P`G� 7 3 18 / X 12 G.L. 5.) FASTEN ALL ROOF TRUSSES AT ALL BEARING POINTS ACCORDING TO THE (o FOLLOWING SCHEDULE: ®� � �oQ Q � GQ�G�' F.B.tJ7 Q —ROOF' TRUSSES 70 TOP PLATE: F.B.O7 F.8.07 { �O � 1—M5 CLIP ®EA. TRUSS 7177 -TOP PLATE TO STUD: 1—H5 CLIP 048" O.C. 6.) FASTEN STRUCTURAL' HEADERS/ 3 F B. BEAMS 0 ROOF TO STUD BELOW ACCORDING S7-3 1� TO THE FOLLOWING SCHEDULE: UNO. 2 1 1 1 A.) FOR HEADER/ BEAM SPAN FROM _.4 3TO 8', USE CS 16 W/ 6-10d 2 NAILS INTO STUD & 6-1 Od NAILS INTO HEADER/BEAM.Us 1 B.) FOR HEADER/ BEAM SPAN GREATER S7-3 THAN 8' AND ALL GIRDER TRUSSES, USE 4 CS16 W/ 1 1-10d NAILS INTO S7-3 STUD & 11-10d NAILS INTO HEADER/ BEAM OR GIRDER TRUSS. STUD Wall M BE 20 0 12' O.G 7.) DESIGN TRUSSES 0 FUTURE„ ELEVATOR LOCATION FOR OVERUN. 12 —0 MIN. ABOVE FINISH FLOOR 0 2nd FLOOR. SEE HATCHED AREA ON PLAN. 2 1 715 •1 1 — — �. 1 8.) SHADED ARE TO BE ATTIC STORAGE. ej 01-05-00 ISSUE FOR I.F.C. AND PERMIT 10-28-99 ISSUE FOR RENEW AND PRIGNG KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM WALTER ARCHITECTS, INC. 5599 SAN FELIPE. SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E—MAIL- OFFICE ®POPWALARCH.COM EOF T" .........F. ...:....................:F, BRAD L CRANE NE CONSULTING ENGINEERS SSIONAY CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 ' t HOUSTON, TEXAS 77074-1116 713/779-72529 1-800-422-72529 FAX: 713/779-1173 LOUISVILLE, 1(1 7KY ORLANDO, FLORIDA (502) 426-6789 (407) 893-6200 crin f 111�S SIUT M !I`If�.MLM Y?TtIOtIT G`.'FUP'AAMON STAIS 04 SHOT 1�0- PROJECT NO. 969/19471 .. y : TRIM COPYRIGHT @ 1998 POPHAM WALTER ARCHITECTS, INC. DRAWING NAME 9471S51 1-5-00 9:39AM RobicheouxC 1/8 1 FLOOR SHEATHING (TYP.) 2X CONT. NAILER W/1/2"1a BOLT FLUOR SHEATHING 41, ' • ' ' SEE ARCH. ®24" O.C. STAGGERED & ---- COUNTERSUNK (TYP.) • Z _ __ EDGE NAILING (TYP.) CANTILEVER BY TRUSS MANUF. FLOOR TRUS SEE PLAN BEAM - SEE PLAN BEAM SEE PLAN JB28 BEAM THA422 HANGER SEE PLAN HANGER TRUSS MANUFAC, EA. END TO VERIFY HANGER FLOOR JOIST DIMENSIONS SEE PLAN (TYP.) BEAM FLOOR TRUSS SEE PLAN NOTE: SEE MECH, DWGS. FOR ' SEE PLAN DUCT LOCATIONS IN THIS AREA. CANT. TRUSS at STEEL BEAM 1 TRUSS BEARING at STAIR LANDING 12 CENTERED \ BETWEEN j3116V 2 END WELDS FLOOR TRUSS BEYOND - SEE 12/S7-1 FLOOR SHEATHING STAIR CONST. BEAM - SEE ARCH. SEE PLAN CONT. NAILER — - - — - -- SEE 12/S7- (TYP.) 7 FLOOR TRUSS BEAM - SEE PLAN ®' SEE PLAN 1 " MAX. SPACING\\ — BEAM 3 16 <3X3X 1 /4X 1'-4" LONG SEE PLAN EA. SIDE OF BEAM WEB SINGLE IE SHEAR EA. END CONNECTION 16V 4 1 /4"X6" R- W/ 2-3/4"0 A325N BEAM BOLTS (TYP.) SEE PLAN TYP. BOTH SIDES-- 1 SPLICE LENGTH PER SCHEDULE TYP T 7\ . _ �--.—� BOTH SIDES DOUBLE 2X TOP PLATE _� SPLICE OVER NOTE; NAILS BETWEEN SPLICE LOCATION 1. SEE H - F PLATE W/HEAVIER -LOAD PER .SCHEDULE STAGGERED S SHEET SS 2 OR ADDITIONAL TO EXTEND THRU COLUMN SHEATHING, .BLOCKING, AND NAILING REQUIREMENTS AND SHEAR4'VALL _ LOCATIONS. ,SECTION "D" , 4 STEEL BEAMS FRAMING INTO STEEL --<TYP. BOTH SIDES LLjj PLATE W/HEAVIER LOAD TO EXTEND THRU COLUMN SECTION "C" LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' 1'-4" 6--16d LESS THAN 10' V-4" 4-16d ` NOTE; 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. COL. S TYPICAL TOP PLATE SPLICE 4 e TRUSS at FL.USH BEAM 15 STEEL FRAMING at STAIR LANDING 11 3 STEEL BEAN S FRAMING INTO STEEL COL FLOOR SHEATHING ----<TYP. BOTH SIDES 16d NAILS 0 6" O.C. U.N.O. SEE STUD SCHEDULE AND �� SHEARWALL SCHEDULE AS BRICK SEE ARCH. NOTED ON PLAN FLOOR .SHEATHING EDGE NAILING 2X CONT. SECTION "B" NAILER FLOOR SHEATHING BALCONY TRUSS SEE PLAN I 1 , FLOOR TRUSS SEE PLAN FLOOR SHEATF LOOR TRU EE PLAN C-%j V LlL—1Nil `IV 1 V l &-L SEE STUD SCHEDU E L 01-05-00 ISSUE FOR I.F.C. AND PERMIT 10-28-99 ISSUE FOR REMEW AND PRICING 7 TRUSS at INT. BEARING WALL 3 KAPPA DELTA SEE STUD SCHEDULE,SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS FLOOR SHEATHING FLOOR TRUSS SEE PLAN EGAN%A _ - - - - -- --- - ----- TRUSS BLOCK ----- TRUSS SEE PLAN SEE 6/S7-2 BEAM SEE PLAN BEAM SIMPSON 6412 AT EACH TRUSS SEE STUD SCHEDULE AND SEE -PLAN (TRUSS MANUF. VERIFY HANGER DIMS) SEE STUD SCHEDULE SHEARWALL SCHEDULE AS POPHAM WALTER NOTED ON PLAN ARCHITECTS, INC. FLOOR FRAMING at BALCONY TRUSS TO STEEL BEAM CONNEC. 10 2 STEEL BEAMS FRAMING INTO STEEL COL.(6) TRUSS'at EXT. WALL 2 16d NAILS 0 6" O.C. U.N.O. SEE STUD SCHEDULE AND 5599 SAN FELIPE. SUITE 500 SHEARWALL SCHEDULE AS BRICK SEE ARCH. HOUSTON, TEXAS 77056 NOTED ON PLAN 3-3/4-0 A325N TELEPHONE 713.850.8575 3/8X FLOOR ,SHEATHING 3/8X3X0'-9" IL BOLTS (TYP.) FACSIMILE 713.850.8242 EDGE NAILING lop,E-MAIL• OFFICE ®POPWALARCH.CO!>! FLOOR SHEATHING FLOOR SHEATHING 2X CONT. NAILER FLOOR SHEATHING-------- TYP. BOTH SIDESE===r--------- - - - - -- -- ��p.,,• ' —' O f, I O • p, •..s................ FLOOR TRUSS A 2 X BAND � BRAD L CRANE SEE PLAN BALCONY TRUSS FLOOR TRUS 1�. ,-... 44891 4,0 FS'••.....• �, SEE PLAN E I I SEE PLAN -A- TYP. - ._.....,_ ... :. � SECTION 1 4 BEAM CONSULTING ENGINEERS , , � SEE PLAN - - CORPORATE OFFICE i 10101 SOUTHWEST FREEWAY, SUITE 600 ' HOUSTON, TEXAS 77074-1126 713/779 7252• 1 800 422 7252• FAX. 113/779 1113 p - TRUSS BLOCK BEAM LOULSVflI.E, KENTUCKY ORLANDO, FLORIDA • 1 /2 WOOD STRUCTURAL SEE 6/57.2 A' A - PANEL W/ 1Od NAILS SEE PLAN LOAD, BEARING WALL (502) 426-6789 (407) 893 s2oo ® 3" O.C. 0 EDGE AND SEE STUD SCHEDULE _ NT 1 I BLOCKING � ' ER OR SOLD BLOC NG SEE STUD SCHEDULE AND'"? SHEARWALL SCHEDULE AS A35F CLIP ® _ EA. TRUSS BLOCK NOTED ON PLAN iFE!S S11EEf IS �;CO'I�IFTE IINOUT ffOR'�"A1I�1 STATED M S'iEET R0-1 FLOOR FRAMING a BALCONY13 WOOD TO STEEL BEAD CONNEC. 9 1 STEEL BEAM FRAMING INTO STEEL COL 5TRUSS at EXT. BEARING BALL PROJECT N0. 969/19471 FLOORaF � � I �' � COPYRIGHT C 1998 �� 9_8 POPHAM WALTER ARCHITECTS,= I. DRAWING N44E 9411S71 1-5-00 9:39AM RotkheouxC N • a 1/4"0 LAG SCREWS 0 24" O.C. SLP TRUSS 1 " BALCONY TRUSS SEE PLAN CENTER TRUSS ON COLUMN COL. BEYOND SEE PLAN 1 /4X3X3X0'--5" LONG BENT E't W/3-1/4"0 LAG SCREWS TS 4X2X1/4 CONT. TOP RAIL \TYP. 0 VERTICAL GUARD RAIL MEMBERS 2-3/16" BENT P, CONT. COORD. W/ GUARDRAIL AND CONCRETE TOPPING SEE ARCH. 1 8 3-12 12 SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN TRUSS BLOCK SEE 6/S7-2 FLOOR SHEATHING 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. FLOOR SHEATHING EDGE FLOOR SHEATHING NAILED TO 2X BAND - -- CONT. NAILER / SEE 12 S7-1 FLOOR TRUSS _ BEAM SEE PLAN SEE PLAN 3116V 4 <3X3X1/4X1'-6" LONG EA. SIDE SEE 1 1 /S7.1 FOR WELDING REQUIREMENTS 2X CONT. BAND SPLICED FLOOR TRUSS W/ CS16 W/ 11-10d SEE PLAN NAILS IN EACH END SEE STUD SCHEDULE AND BEAM SHEARWALL SCHEDULE AS NOTED ON PLAN SE PLAN lo FLOOR FRAMING ABOVE • SHEARWALL (101 BEAM �'0 BEAM CONNECTION NOTES 1. TRUSS BLOCK MAY CONSIST OF EITHER A WOOD STRUCTURAL PANEL OR PREFAB TRUSS BLOCK - INSTALL AND FASTEN AS SHOWN U.N.O. 2. TOP CHORD OF WOOD STRUCTURAL PANEL MUST BE VERTICAL WHEN INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE TOP CHORD MAY BE VERTICAL E OR HORIZONTAL ® . 3. TRUSS MANUFACTURER TO DESIGN PREFAB TRUSS BLOCK FOR LATERAL FORCE AS NOTED BELOW. FASTEN TOP CHORD OF PANEL IN ACCORDANCE W/ BOTTOM PLATE NAILING OF SHEARWALL ABOVE. TRUSS MFGR. TO DESIGN PREFAB TRUSS PANEL FOR 1.2 KIP LATERAL LOAD. 7 SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTE _ 1. SEE SHEET S8 2 FOR ADDITIONAL NOTED ON PLAN SHEATHING, BLOCKING, AND NAILING TRUSS BLOCK SEE 6 S7-2 / 16d NAILS SEE SHEARWALL REQUIREMENTS AND SHEARWALL SCHEDULE U.N.O. LOCATIONS, FLOOR SHEATHING EDGE NAILED TO 2X BAND FLOOR SHEATHING FLOOR TRUSS SEE PLAN FLOOR TRUSS SEE PLAN 2X CONT. BAND SPLICED W/ CS 16 W/ 1 1--10d NAILS IN EACH END SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN FLOOR FRAMING ABOVE SHEARWALL old 16d NAILS SEE SHEARWALL SEE STUD SCHEDULE AND SCHEDULE U.N.Q. _SHEARWALL SCHEDULE AS NOTED ON PLAN TRUSS BLOCK SEE 6/S7-2 FLOOR SHEATHING \ , FASTEN BOTTOM CHORD OF ' PANEL IN ACCORDANCE W/ FLOOR TRUSS SEE PLAN FLOOR TRUSS SOLID 2X BLOCKING AT EACH EDGE OF WOOD � �' '� BOTTOM PLATE NAILING OF ��' (CANT. ®3A) SEE PLAN (CANT. 0 3A) STRUCTURAL PANEL SHEARWALL BELOW. FASTEN BOTTOM CHORD OF VERTICAL BLOCKING MAY •� �,. PREFAB TRUSS PANEL W/ BE OMITTED WHERE WALLS 3/8" OR 1/2" SOLID WOOD (3) - SIMPSON LTP4 ANCHORS. , ABOVE BLOCK ARE NOT STRUCTURAL PANEL W/ 10d BEARING AND PANEL NAILS AT 3" O.C. AT ALL EDGES. HEIGHT IS 16" OR LESS. SEE STUD SCHEDULE AND WOOD STRUCTURAL PANEL TRUSS BLOCK PREFAB TRUSS BLOCK SHEARWALL SCHEDULE As NOTED ON PLAN 01-05-00 ISSUE FOR I.F.C. AND PERMIT FLOOR FRAMING ABOVE SHEARWALL. 3 3 10-28-99 ISSUE FOR REVIEW AND PRICING TRUSS BLOCK 6 •- KAPPA DELTA SORORITY 16d NAILS SEE SHEARWALL SEE STUD SCHEDULE AND SCHEDULE U.N.O. SHEARWALL SCHEDULE AS NOTED ON PLAN HOUSE 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. UNIVERSITY OAKS BOULEVARD . COLLEGE STATION, TEXAS NOTE: VENEER ANCHORS SHOWN IN THIS DETAIL SHALL BE USED ON ALL BRICK VENEER ELEVATIONS ABOVE 30'-0" TO ROOF. SECTION AT BRICK V DW-10HS VENEER ANCHOR - 1/2" WOOD STRUCTURAL FLOOR SHEATHING ® 16" O.C. EACH WAY FLOOR SHEATHING PANEL NAILED W/ 10d ALIGN FLOOR NAILS 0 3" O.C. 0 ALL TRUSS W/ PANEL EDGES. -- - #10X3" LONG SCREW SHEARWALL INTO VERTICAL STUD FLOOR TRUSS A35 OR A35F CLIP SEE PLAN 0 10' O.C. 16d NAILS IN BRICK VENEER ACCORDANCE WITH BOTTOM PLATE NAILING WALL SHEATHING SEE PLAN OF SHEARWALL BELOW. SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED 2X STUD WALL ON PLANS SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON .PLAN POPHAM WALTER ARCHITECTS, INC. SEER TIE ALTERNATE TO 5 TRUSS at EXT. SHEARWALL C2) SEE STUD SCHEDULE AND TRUSS BLOCK SEE 6 / 57-2 SHEARWALL SCHEDULE AS NOTED ON PLAN 16d NAILS SEE SHEARWALL I I SCHEDULE U.N.O. FLOOR SHEATHING FLOOR SHEATHING EDGE 1 6 ( I 5 32 - NAILED TO 2X BAND - - 1 "EQUAL 1SPAQCED . SPACED I I (6 TOTAL) I I (6 TOTAL) i 2X CONT. BAND SPLICED i I ( I W/ CS 16 W,/ 1 1-10d NAILS IN EACH EN FLOOR TRUSS i SEE PLAN . FLOOR TRUSS I I I I SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN LAP JOINT FILLET WELD SEE STUD SCHEDULE AND 5599 SAN FEUPE, SUITE 500 SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS HOUSTON. TEXAS 77056 1/2" WOOD STRUCTURAL'. SHEARWALL SCHEDULE AS NOTED ON PLAN PANEL NAILED W 10d NOTED ON PLAN TELEPHONE 713.850.$575 I I NAILS ®3" O.C. ® ALL . 16d NAILS SEE SHEARWALL FACSIMILE 713.850.8242 � I I PANEL EDGES. 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. E-MAIL• OFFlCE 0 POPWALARCH.COt SCHEDULE U.N.O. I FLOOR SHEATHING FLOOR SHEATHING IOF 16 TRUSS BLOCK I * :• �'� ..:*�> (I I I SEE 6/S7-2 FLOOR TRUSS I ( BRAD L CRANE SEE PLAN FLOOR TRUSS SEE PLAN irk ........................ ' �,•. 44891�� .T.R , FLOOR I I FLOOR CONSULTING ENGINEERS UNX TRUSS SEE PLAN CORPORATE OFFICE �` ' l�• 10101 SOUTHWEST FREEWAY, SUITE 600 HOUSTON. TO(AS 77074-1126 713/779-72529 1-800-422-72529 FAX: 713/779-1173 A35F CLIP ® EA. TRUSS BLOCK LODULLE, KENTUCKY ORLANDO, FLORIDA SEE STUD SCHEDULE AND SEE STUD SCHEDULE AND (502) 426-6789 (407) 893-6200 (ALTERNATE) SHEARWALL SCHEDULE AS NOTE: BALCONY FRAMING SHEARWALL SCHEDULE AS [' t FLARE BEVEL NOTED ON PLAN NOT SHOWN AT SIMILAR NOTED ON PLAN.,, GROOVE WELD SECTION FOR CLARITY _., NIS 194EET IS IINW:! ETE Y"HW ft cM—lATW STATED al A0-1 p 1 FRAMING AE3CJE SHEARVAI._TRUSS VBEARIN SHEARWALL S ��/� WAL.� HA GER TO COLUM CO �EGT�O� 8 �LOO� �� /iT. � � PROJECT NO. 969 19471 FLOOR FRAMING.ABOVE�1 FLOOR 6 l t ,. 01 COPYRIGHT C 1998 POPHAI� WALTER ARCHITECTS INC. DRAWING NAME 9471S72 1-5-00 9,39AM RobkheouxC 16d NAILS 0 4" O.C. OF 16d NAILS ® 4" O.C. ��P�E •• •T'�5 ROOF TRUSS .41 16d NAILS @ 4 O.C. ' B'AD 1 CRANE ._ 44891 2X BLOCKING �;•. .<� • �, SEE TRUSS SHOP DPAWINGS (NOTE: 24" O.C. MAX. SPACING) CONTINUOUS 2X SEE STUD SCHEDULE AND t ; .__, ..T_. �_.._.... ��N Sl, cEN °�, o CONSULTING ENGINEERS �Y SHEARWALL SCHEDULE AS o- �4)-16cl NAILS 16d NAILS BRACE TO BLOCKING) ROOF TRUSS NOTED ON PLAN ,o CORPORATE OFFICE `, DIAG. BRACE SCHEDULE , BRACE TYPE MAX. BRACE LENGTH 2X4 6'-0" 2X4 W/ BRACE 0 MIDSPAN 10'--0" 2X6 W/ BRACE 0 MIDSPAN 13'-0" 2X6 W/ CONT. T BRACE 17'-0" PA FA RA RA I t/-2-16d NAILS 2X4 ANGLED 0 45' ROOF SHEATHING EDGE. NAILING 1 SEE SHEET S8-2 FOR ADDITIONAL SEE PLAN SHEATHING, BLOCKING, AND NAILING REQUIREMENTS' AND SHEARWALL LOCATIONS. EDGE NAILING ROOF �,- " :: TRUSS BLOCK TRUSS �,--r SEE 8/S7-2 2X6 BLOCKING BEYOND 2X4 BLOCKING .411 -- - TOP PLATE . . 2 X 4 4-16d 1� 1 EA. DIRECTION 11-ANOTES CLIP TRUSS BLOCK 2 X 6 BLOCK SEE PLAN SEE 6/S7.2 ROOF TRUSS H5 CLIP DBL. TOP PL. -SEE PLAN (TYP.) A35F CLIP EA. BLOCK PARTIAL SECTION A S WOOD PLBEA AN "' SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN - A TYP. FULL LENGTH OF BUILDING ARrIA _ WOOD TRUSS WOOD SHEAR WALL 3 BRACING � ROOF TRUSS 9 , TRUSS TO SEAM CONNECTION ROOF SHEATHING ---� ROOF RAFTER SEE PLAN .,.,JIST SEE PLAN 16d ® 12" D.C. CONT. STIFFENER SEE SCHEDULE 2X6 BLOCKING r A34 UP EA.1 /( END NAILS STRAP SEC -MN 'C' (3)-1Od NAILS A34 CLIP 2X6 BLOCKING -04 nnnr [`,.,r ATLllkle% SECTION at ROOF ^10F SHEATHING EDGE NAILING ROOF T A35F CLIP 0 1 , S7-3 PREFAB. TRUSS BLOCK ROOF SHEATING EDGE NAIL DESIGN FOR 400# HORIZONTAL LOAD SEE 6/S7-2 X = r__l ROOF TRUSS TOP PLATE CLIP SEE —1 A35 CLIP --j ROOF NOTES 0 24" O.C. IN LIEU OF WALL OR SHEAR WALL FLAT BLOCKING SEEPLAN & SCHEDULES -- 01--05--00 ISSUE FOR I.F.C. AND PERMIT 10-28-99 ISSUE FOR REVIEW AND PRICING ^ 5) EXTERIOR WALL DETAIL. 2 KAPPA DELTA ROOF SHEATHING SORORITY i EDGE NAILING 11 OU SE TRUSS BLOCK UNIVERSITY OAKS BOULEVARD ROOF TRUSS SEE 6/S7-2 COLLEGE STATION, TEXAS C. (TOE NAILED) (TYP.) 2X BRACE AS (4)16d NAILS SEE STUD SCHEDULE AND GABLE END ROOF TRUSS SHEARWALL SCHEDULE AS SEE TRUSS SHOP DRAWINGS REQ D. (BRACE TO BLOCKING) NOTED ON .PLAN (SEE SCHEDULE) 1 CLIP ARRANGEMENT 2X DIAG. BRACE @ 24" O.C. BLOCKING NOT SHOWN , (SEE SCHEDULE) FOR CLARITY WALL OR SHEARWALL +/ 1 i i RO TRUSSES INTERIOR EXTERIOR SEE PLAN OR SCHEDULE POPHAM WALTER 2X6 BLOCKING i BRACE G. i C 1 � 2X6 BLOCKING 1 TO 1 1 /2 ALTERNATE TO DETAIL 4 ALTERNATE TO DETAIL 1 —•:• `'•— •='— — r � ARCHITECTS, INC. A34 CLIP ROOF; TRUSSES 1 i 1 CS16 W/(4)-8d NAILS A ROOF SHEATHING _ ROOF SHEATHING 5599 SAN FEUPE. SUITE 500 EA. END OF STRAP ROOF DECK EDGE NAILING TTELEP ONET713 850.8575 SECMN B FACSIMILE 713.850.8242 4)-16d NAILS EDGE NAILING FACSIMILE BRACE TO BLOCKING) — -- -- - " TRUSS BLOCK E—MAIL: OFFICE ® PQPVlALARCH.COM 3)-10d NAILS GYP. BOARD CEILING ROOF TRUSS SEE 6/ S7.2 TOE NAILED) SEE ARCH. / CS 16 STRAP W/ (4)-10d NAIL EA. 2X6 BLOCKING END H5 CLIP (TOP PLATE TO 2X BLOCKING) STUD: SEE STUD SCHEDULE GABLE END ROOF TRUSS 2X DIAG. BRACE GABLE END VERTICAL STIFFENER BRACE TYPE VERTICAL LENGTH NONE 5'-0" OR LESS 2X4 5'-1 " TO 9'-0" 2X6 9'-1 " TO 14'-0" 10101 SOUTHWEST FREEWAY, SUITE 600 �.►� HOUSTON, TEXAS 77074-1126 713/779-7252• 1-800-422-72529 FAX: 713/779-1173 LOUIVILLE, KENTUCKY ORLANJO, FLOP! A WALL OR SHEARWALL (502) 426-6789 (407) 893-6200 SEE PLAN OR SCHEDULE INTERIOR EXTERIOR c-- _ II' v �7'�V I IVI� 11 I t r.M S!�I'�ET IS t4'^�.':"'LM YlTI ff IIN70 ",TION STATM Ul S- T M -1 R TYPICAL ROOF BLOCKHNIG DETAIL _. GABLE END DETAIL 7 ROOF TRUSS-- SHEARWALL-- � � PROJECT NO. 969 19471 too I� COPYRIGHT ©1998 POPHAM WALTER ARCHITECTS, INC.�., MWING NAME 9471S73 1-5-00 9:39AM RobicheouxC GENERAL NOTES; Sz - . WOOD TRUSS SPECIFICATIONS 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS . 1.1 SCOPE: AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, A. TRUSS DOCUMENTS TO INCLUDE WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S 1) SEALED LAYOUTS, SEALED PROFILES & CALCULATIONS & RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT TRUSS BLOCKING REQUIREMENTS. DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. ' B. PROCEDURES FOR 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR 1) INSTALLING, SECURING, BRACING, ETC., OF ALL TRUSSES. FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBLITY OF 1.2 SHOP DRAWINGS: THE GENERAL CONTRACTOR OR, SUBCONTRACTOR DOING THE WORK. A. INCLUDE THE FOLLOWING . ON SUBMITTED SHOP DRAWINGS 1) STAMP AND SIGATURF OF ENGINEER RESPONSIBLE FOR PREPARATION QF ALL TRUSS DESIGN LAYOUT DRAWING. CRITERIA 2) ,AND ALLOWABLE LOADS IN LBS/EFFECTIVE NAIL OR LBS/SQ. IN FOR LUMBER .DESIGN '94 AND PLATES USED AS ALLOWED BY ICBO AND CURRENT ICBO REPORT CODE ................................................ _SBC NUMBER AND BY SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. WIND SPEED.......................................80 MPH _ 3 STRESS REDUCTION FACTORS USED FOR PLATES. SEISMIC .............................................. N/A - 4 TOP AND BOTTOM CHORD ;DESIGN LOADS IN PLF. 5 SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. 6 LUMBER SPECIES AND GRADES USED. 7 NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR AND PROJECT NAME AND LOCATION. LOADS 8) CONCENTRATED LOAD REQUIREMENTS HAVE BEEN DESIGNED FOR AND ,DESIGN SHOWN ON DOCUMENTS. LIVE LOAD DEAD LOAD UNIT FLOOR 40 25 BALCONY 100 25 PUBLIC AREAS & CORRIDORS 100 25 ROOF 20 15 ATTIC/STORAGE 30 15 •) TRUSS CONNECTION HARDQUIREMENTS. B. ALL TRUSS SHOP DRAWINO MUST BE RE)AEWED AND WRITTEN APPRQYAL PROVIDED. BY GENERAL CONIRACTOR, PRIOR TO Q. 1l:. • ■•• �►:i • STRUCTURAL DESIGNEDC. nNGS & LAYOUTS CAN NOT BE REVIEWED BY SCA WITHOUT SEAL AN OF TRUSS CQME= ENGINEER ON ALL TRUSS ENGINEERING SHEEM. D. ALL TRUSSES MUST BE FOR UPLIFT LOADS.• EACH WOOD ._FRAMING SPECIFICATION E. SEE ATTACHED 1. WOOD FRAMING SIZES, VERTICAL FRAMING, HORIZONTAL FRAMING, FIRESTOPS, ANCHORAGE, FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS 'PER 2.1 METAL GUSSET PLATES: SHALL BE LOCAL BUILDING CODE MINIMUM REQUIREMENTS. A. PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY "THE RESEARCH 2. A) WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE 15/32" THICK STANDARD COMMITTEE FOR THE ICBO". PLATES SHALL BE GALVANIZED OR OTHERWISE C.D. EXPOSURE 1, PANEL INDEX 32/16 CONFORMING TO U.S. PS-1 AND PROTECTED FROM CORROSION. ♦ STAMPED WITH APA GRADE -TRADEMARK. B. MANUFACTURER'S NAME. OR TRADEMARK SHALL BE VISIBLE ON PLATES. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 6d COMMON NAILS, THICKNESS OF 1/2 INCH AND WITH 8d COMMON NAILS 3.1 GENERAL: .FOR FOR 5/8 INCH, 3/.4 INCH, AND 7/8 INCH THICKNESS. A. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. C) NAILING SHALL BE AS SHOWN ON WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE PLAN (SHOWN ON THIS SHEET). B. FABRICATE TRUSSES FROM APPROVED SHOP DRAWINGS. 3. A) WOOD STRUCTURAL PANEL FLOOR SHEATHING SHALL BE 23/32" THICK T & G C. FABRICATED TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE EXPOSURE 1, PANEL. INDEX 48/24 CONFORMING TO U.S. FULL CONTACT AT JOINTS. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. D. EACH CHORD SECTION SHALL EXTEND THROUGH TWO PANEL POINTS BEFORE B) WOOD .STRUCTURAL PANELS SHALL .BE NAILED TO SUPPORTS WITH 6d COMMON BEING SPLICED. NAILS, FOR THICKNESS OF 1/2 INCH AND WITH 8d COMMON NAILS FOR 5/8 INCH, 3/4 INCH, AND 1 1/8 INCH THICKNESS. E. TRUSS FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI • C) NAIL SPACING SHALL BE SIX INCHES 014 CENTER AT PANEL EDGES AND REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. REQUEST. 4. ALL STRUCTURAL LUMBER SHALL BE S.Y.P. OF THE FOLLOWING MINIMUM F. TRUSS FABRICATOR SHALL SPECIFY HARDWARE REQUIRED AT TRUSS GRADES AND ALLOWABLE STRESSES OR EQUIVALENT AS PER NATIONAL FOREST CONNECTIONS. PRODUCTS ASSOCIATION. ' STUDS RE: STUD SCHEDULE G. TRUSSES TO BE DESIGNED PER TABLE 16-B (13) (FIRE SPRINKLER STRUCTURAL JOISTS STRUCT. GRADE NO. 2 SUPPORT) BEAM 2"-4" THICK STRUCT. GRADE NO. 2 POSTS STRUCT. GRADE NO. 2 H. ALL COMPONENT WEB MEMBERS REQUIRING LATERAL BRACING SHALL HAVE PLATE STOCK STRUCT. GRADE NO. 3 2X T-BRACES UNLESS THE COMPONENT ENGINEER PROVIDES OTHER BRACING DESIGN & DETAILS. -- ALL FLOOR JOIST BRIDGING TO BE PER LOCAL CODES OR AS SHOWN. - GLU-LAM MEMBERS SHALL BE COMBINATION 24F WITH Fb = 2400 PSI. - PSL. MEMBERS SHALL MIN. Fb = 2900 PSI. & MIN. Fv = 290 PSI. 5. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED .TESTING AGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE TREATED LUMBER. GENERAL WQOD FRAMING NOTES , 1. FRAMED OPENINGS: FOR OPENINGS LESS THAN 4'-0" WIDE, USE 1- TRIMMER AND 1- KING POST EACH END. FOR OPENINGS 4'-0" OR WIDER, USE 2- TRIMMER AND 1- KING POST EACH END. U.N.O. 2. PROVIDE A CONTINUOUS TIE ACROSS BUILDING WITH STRONGBACKS ON ALL JOIST SPANS OVER 7'-6" AND TWO STRONGBACKS ON ALL JOIST SPANS OVER 15'-0" PERPENDICULAR TO JOISTS AND NAILED TO EACH JOIST. 3. BRIDGING: MAXIMUM AT 8'-0" FOR SPANS OVER 10'-Ow, METAL CROSS, WOOD CROSS OR 2" SOLID WOOD. WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE ROOF FASTENING ZONES(C) 1 2 (3- FASTENING SCHEDULE (inches on center) THICKNESS NAILS PANEL LOCATION 1/2- OR LESS 8d COMMON PANEL EDGE (a) 6 6 PANEL FIELD 12 12 12 19/32" OR GREATER 10d COMMON PANEL EDGE (a) 6 6 6 PANEL FIELD 12 12 12 (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS. (b) THE ROOF FASTENING ZONES ARE SHOWN BELOW. F 4.' PROVIDE COLLAR TIES OF 2X6 BOARDS AT UPPER 1/3 DOWN FROM RIDGE BEAMS SPACED 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING) 5. PROVIDE PURLINS OF THE SAME NOMINAL DIMENSIONS AS RAFTERS UNDER ALL RAFTER (HORIZONTAL) SPANS OVER (7'-6" FOR 2X6, 10'-0" FOR 2X8, 12'-8- FOR 2X10, 15'-6" FOR 2X12) AND BRACE TO PARTITIONS AT 48 O.C. MAXIMUM. ROOF FASTENING ZONES (FOR CONVENTIONAL FRAMING). ROOF 6. PROVIDE DOUBLED JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL WITH HIP ROOF GABLED O JOIST SPAN SPACE AND BLOCK IF PARTITIONS ABOVE IS A PLUMBING WALL.-}-4-{- 4 L 4 L 4' 7. PROVIDE SOLID BLOCKING AT 12" O.C. BETWEEN JOISTS UNDER PARTITIONS I (ABOVE) WHICH ARE PARALLEL TO THE JOISTS BUT NOT DIRECTLY OVER THE JOISTS. BLOCKING SHALL BE NOT LESS THAN 2" IN THICKNESS AND SHALL MATCH THE DEPTH OF THE JOISTS. TRUSSES MAY USE TRUSS BLOCKS. O 1 0 --7 ----i--I---- 8. THE NUMBER OF WALL STUDS AT BEARING POINTS OF 2X MEMBER BEAMS SHALL \Q / ( I I I EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE. ALL MANUFACTURED WOOD BEAMS SHALL HAVE 3 STUDS MINIMUM AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). GIRDER TRUSSES SHALL HAVE 3 STUDS MINIMUM; I I I i I I w OR 1 STUD MORE THAN THE NUMBER OF PLYS AT EACH BEARING POINT (UNLESS f I I I o NOTED OTHERWISE ON PLAN). THE CENTERLINE OF THE BEAM -AND GIRDER TRUSS I I - - SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS OR POST. THE SUPPORTING WALL STUDS OR POST SHALL CONTINUE TO THE FOUNDATION WITH z INTERMEDIATE SUPPORTS THROUGH FLOOR (BETWEEN UPPER WALL BOTTOM I o PLATE AND LOWER WALL TOP PLATE. I I I 1 I I 1 IoI IoI oI I o I 9. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED BY APPROVED HANGER. 2 Z I I 2 I I I I v 10. ALL 2X4 (MIN.) CHIMNEY CONSTRUCTION TO BE SHEATHED WITH 1/2" EXTERIOR WOOD STRUCTURAL PANEL. I I I I I I 3 2 11. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. I 12. EXTERIOR WALLS AT VAULTED CEILINGS SHALL BE BALLOON FRAMED. 13. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THIS BRACING SHALL REMAIN UNTIL THE SPECIFIED SHEARWALLS ARE TOTALLY INSTALLED. ROOF RIDGE 3 S FICAE NAILING SCHEDULE 1. FIBERBOARD SHEATHING MAY BE STAPLED USING 16 GA GALVANIZED STAPLES 1 1/8 LONG FOR 1/2" SHEATHING AND 1 ;1/2" LONG FOR 25/32" SHEATHING. STAPLES TO HAVE MINIMUM CONNECTIONCROWN FASTENER NUMBER OR SPACING " " OF 7/16 AND SPACED 3 O.C. AT EDGES AND 6 O.C. AT OTHER BEARINGS, JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 2. DRYWALL NAILS SHALL CONFORM TO ASTM C514. JOIST TO SILL OR GIRDER, TOE 'NAIL 8d COMMON 3 2 3. SIDING APPLIED TO 5 8NET WOOD SHEATHING 15 32WOOD STRUCTURAL PANEL OR 1 2" S " E / " / / BRIDGING TO JOIST TOE NAIL EACH END 8d COMMON PARTICLEBOARD SHEATHING LEDGER STRIP 16d COMMON 3 AT EACH JOIST 1 X6 OR LESS SUBFLOOR TO EACH JOIST,` FACE NAIL 8d COMMON _2 4. CORROSION RESISTANT NAILS SPACED 6" O.C. AT EDGE AND-8" O.C. AT INTERMEDIATE OVER 1 X6 SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 SUPPORTS. NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF 3/8", 2 INCH SUBFLOOR TO JOIST OR GIRDER, BLIND AND 5. SIDING APPLIED TO STUDS SPACED 16" O.C. MAXIMUM.' FACE NAIL 16d COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. 6. SIDING APPLIED DIRECTLY TO STUDS SPACED 24" O.C. MAXIMUM, TOP OR SOLE PLATE TO STUD, END NAILED 16d COMMON 2 7, USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/UNDERLAYMENT. STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 24N O.C. 8. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND SHEATHING, DOUBLED STUDS, FACE NAIL DOUBLED TOP PLATES, FACE NAIL 1Od COMMON 1Od COMMON 160 O.C. IF USED, AND ALLOW MINIMUM STUD PENETRATION OF 1 1/2 INCHES. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2- 16d OR 3- 10d COMMON CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG STUD SCHEDULE: EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 8d COMMON 3 (S.Y.P. STUD GRADE) CONTINUOUS HEADER TO STUD TOE NAIL 8d COMMON 3 CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - 3- 16d OR 4-10d COMMON CEILING. JOISTS TO PARALLEL RAFTERS, FACE NAIL -- 3- 16d OR 4- 10d COMMON RAFTER TO PLATE, TOE NAIL 8d COMMON 3 1 INCH BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 1 X8 OR LESS SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 2 OVER 1 X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS 16d COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32" O.C. AT TOP AND BOTTOM AND EXTERIOR EXPOSURE TO WIND .EXTERIO EXPOSURE TO WIND INTERIO PARTITIONS OR PARTY 2 STORY & ROOF OR FLOOR & PARTITION BEARING. WALLS W/ ROOF OR LOAD BEARING. FLOOR TRUSS BEARING. 2nd FLOOR 2X4 @ 16" O.C. 2X4 ® 16" O.C. 2X4 ® 16" O.C. 1st FLOOR 2X6 0 16" O.C. 2X6 ® 16" O.C. 6O.C. 2-2X4 ® 16" 1-2X6 16"" O.C. 2X8 ® 16" O.C. 2X8 ® 16" O.C. : 1-2X8 ® 16" , O.C. 0 STAGGERED 2 ENDS AND AT EACH N T SEE ARCH. DWGS. -FOR LOCATION OF DIFFERENT WALL SIZES. SPLICE. STUD SCHEDULE NOTES: 2 INCH PLANKS 16d COMMON 2 EACH BEARING 1. ALL VOLUME AREAS SHALL BE 2X4 ® 16" O.C. UP TO BALLOON FRAMED. STUDS TO SOLE PLATE, END NAIL 16d COMMON ' 2p EACH END 2X6 ® 16" O.C. UP TO 14'-0;; WOOD STRUCTURAL PANEL AND 6d COMMON, 6 O.C. EDGES AND 2X8 0 16 O.C. UP TO 25_-Q PARTICLEBOARD SUBFLOORING7 ANNULAR OR 12" O.C. 15/32" 1/2" SPIRAL THREAD INTERMEDIATE 2, ALL SHEARWALLS SHALL HAVE STUDS ® 16" O.C. (MAX.) 19/32" - 3/4" 8d COMMON OR 6" O.C. EDGES AND 3. NON -LOAD BEARING INTERIOR PARTITIONS - RE: ARCH. PLANS. 6d ANNULAR OR 12" O.C. SPIRAL THREAD INTERMEDIATE STEEL LINTEL SCHEDULE FOR MASONRY OPENINGS 1 Od COMMON OR 6" O.C. EDGES AND 8d ANNULAR OR 6" O.C. MAXIMUM SPAN SIZE SPIRAL THREAD INTERMEDIATE 3'-0" 3 1/2 X 3 1/2 X 1/4 X 4'-0" 15/32", 1/2" 16 GA GALVANIZED EDGES AND WIRE STAPLES, 7" O.C. 4'-0" 5 X 3 1/2 X 1/4 X 5'-0" 3/8" MINIMUM INTERMEDIATE CROWN 1 5/8" 5'-0" 5 X 3 1/2 X 5/16 X 6'-0- LENGTH 8'-0" 5 X 3 1/2 X 3/8 X 9'-0" 19/32", 5/8" 16 GA GALVANIZED 2 1/2- O.C. EDGES 9'-0" 6 X 4 X 3/8 X 10'-0" WIRE STAPLES, AND 4" O.C. 3/8" MINIMUM INTERMEDIATE CROWN 1 5/8" PROVIDE ROLLED STEEL ANGLE LINTELS ® ALL ARCHES. LENGTH WOOD STRUCTURAL PANEL AND PARTICLEBOARD ROOF AND WALL SHEATHING 1/2" OR LESS 6d COMMON 6" O.C. EDGES AND 12" O.C. INTERMEDIATE 19/32" OR GREATER 8d COMMON 6" O.C. EDGES AND 01-05-00 ISSU 25/32 1 3/4 GALV. 3 O.C. AT EDGES ROOFING NAIL 6" O.C. AT OTHER 8d COMMON NAIL BEARINGS GYPSUM SHEATHING 1/2" 11 GA 1 1/2- GALVANIZED 4" O.C. AT EDGES 7/16" HEAD 8" O.C. AT OTHER BEARINGS 5/8" 11 GA 1 3/4" GALVANIZED 4" O.C. AT EDGES 7/16" HEAD 8" O.C. AT OTHER GYPSUM WALLBOARD BEARINGS 1/2" 1 3/8" DRYWALL2 7" O.C. ON NAIL CEILINGS 8" O.C. ON WALLS 5/8" 1 1/2" DRYWALL2 7" O.C. ON NAIL CEILING POPHA 8" O.C. WALLS PARTICLEBOARD SIDING 5/ 16" - 1/2.3 sd 4 A R C H I 5/8" 6 8d 3/4 8d 5599 S HARDBOARD LAP SIDING OVER SHEATHING 1 Od6 CORROSION RESISTANT 16 INCH O.C. AT HTELEPH WITH MINIMUM SHANK TOP AND BOTTOM DIAMETER OF 0.099 INCH EDGES FACSIM AND MINIMUM HEAD E-MAIL: 0; DIAMETER OF 0.240 INCH HARDBOARD PANEL SIDING DIRECT TO STUDS 6d 6 CORROSION -RESISTANT 6 INCH O.C. AT WITH MINIMUM SHANK EDGES AND 12 DIAMETER OF 0.092 INCH INCH O.C. AT AND MINIMUM HEAD INTERMEDIATE DIAMETER OF 0.225 INCH SUPPORTS 6, HARDBOARD PANEL SIDING OVER SHEATHING 8d CORROSION -RESISTANT 6 INCH O.C. AT 4, WITH MINIMUM SHANK EDGES AND 12: DIAMETER OF 0.092 INCH INCH O.C. AT - AND MINIMUM HEAD INTERMEDIATE " DIAMETER OF 0.225 INCH SUPPORTS CONSULTING ENGI COR 10101 SOUT HOUST 713/779-7252• i LOUE, KENTUCKY (502) 426-6789 _ THS SEw IS �tC4�pum ;< PROJECT Olt COPYRIGHT C 1998 VI L E FOR I.F.C. AND PERMIT FOR REVIEY! AND PRICING 'A DELTA RORITY OU SE OAKS BOULEVARD STATION, TEXAS M WALTER TECTS, IPiC. AN FEL.IPE. SUITE 500 ON, TEXAS 77056 ONE 713.850.8575 It 713.850.8242 ''F ICE 0 POPWALARCH.COIA .OF•,TF�q h. ' •% * •: :......................... BRAD L CRANE ¢� aal-;•.� /44891 .•�� NEERS �SS�afA % .. PORATE OFFICEd t�` HWEST FREEWAY, SUITE 600 ON, TEXAS 77074-1126 - 800-422-7252• FAX: 713/779-1173 ORLANDO, FLORIDA (407) 893-6200 C� !"THOUT tTM!ATCN STATED Ul S'°•L'- A!5-1 _. NO. 969/19 :a 71 POPHAM VIAL TER ARCHITECTS, INC. 5/8" 1 1/2" DRYWALL2 7" O.C. ON NAIL CEILING POPHA 8" O.C. WALLS PARTICLEBOARD SIDING 5/ 16" - 1/2.3 sd 4 A R C H I 5/8" 6 8d 3/4 8d 5599 S HARDBOARD LAP SIDING OVER SHEATHING 1 Od6 CORROSION RESISTANT 16 INCH O.C. AT HTELEPH WITH MINIMUM SHANK TOP AND BOTTOM DIAMETER OF 0.099 INCH EDGES FACSIM AND MINIMUM HEAD E-MAIL: 0; DIAMETER OF 0.240 INCH HARDBOARD PANEL SIDING DIRECT TO STUDS 6d 6 CORROSION -RESISTANT 6 INCH O.C. AT WITH MINIMUM SHANK EDGES AND 12 DIAMETER OF 0.092 INCH INCH O.C. AT AND MINIMUM HEAD INTERMEDIATE DIAMETER OF 0.225 INCH SUPPORTS 6, HARDBOARD PANEL SIDING OVER SHEATHING 8d CORROSION -RESISTANT 6 INCH O.C. AT 4, WITH MINIMUM SHANK EDGES AND 12: DIAMETER OF 0.092 INCH INCH O.C. AT - AND MINIMUM HEAD INTERMEDIATE " DIAMETER OF 0.225 INCH SUPPORTS CONSULTING ENGI COR 10101 SOUT HOUST 713/779-7252• i LOUE, KENTUCKY (502) 426-6789 _ THS SEw IS �tC4�pum ;< PROJECT Olt COPYRIGHT C 1998 VI L E FOR I.F.C. AND PERMIT FOR REVIEY! AND PRICING 'A DELTA RORITY OU SE OAKS BOULEVARD STATION, TEXAS M WALTER TECTS, IPiC. AN FEL.IPE. SUITE 500 ON, TEXAS 77056 ONE 713.850.8575 It 713.850.8242 ''F ICE 0 POPWALARCH.COIA .OF•,TF�q h. ' •% * •: :......................... BRAD L CRANE ¢� aal-;•.� /44891 .•�� NEERS �SS�afA % .. PORATE OFFICEd t�` HWEST FREEWAY, SUITE 600 ON, TEXAS 77074-1126 - 800-422-7252• FAX: 713/779-1173 ORLANDO, FLORIDA (407) 893-6200 C� !"THOUT tTM!ATCN STATED Ul S'°•L'- A!5-1 _. NO. 969/19 :a 71 POPHAM VIAL TER ARCHITECTS, INC. E FOR I.F.C. AND PERMIT FOR REVIEY! AND PRICING 'A DELTA RORITY OU SE OAKS BOULEVARD STATION, TEXAS M WALTER TECTS, IPiC. AN FEL.IPE. SUITE 500 ON, TEXAS 77056 ONE 713.850.8575 It 713.850.8242 ''F ICE 0 POPWALARCH.COIA .OF•,TF�q h. ' •% * •: :......................... BRAD L CRANE ¢� aal-;•.� /44891 .•�� NEERS �SS�afA % .. PORATE OFFICEd t�` HWEST FREEWAY, SUITE 600 ON, TEXAS 77074-1126 - 800-422-7252• FAX: 713/779-1173 ORLANDO, FLORIDA (407) 893-6200 C� !"THOUT tTM!ATCN STATED Ul S'°•L'- A!5-1 _. NO. 969/19 :a 71 POPHAM VIAL TER ARCHITECTS, INC. SHEAR WALL SCHEDULE: ` _ P Mi EAR WALL SCHEDULE CONT.): 13 HD15 1) PROVIDE 6X6 (MIN) AT ENDS OF SHEARWALL. .�H C ❑ . » 19 2-MST72 -1) PROVIDE 4X4 (MIN) A7 ENDS OF SHEARWALL 'ABOVE &BELOW. TYPE 2) FASTEN TO FOUNDATION W/ 1 1/4 0 X 16 EMBEDMENT HEADEDTYPE ❑ » » RE: DETAIL 4/S8-2. . _ ANCHOR BOLT W/ 3 3/4 0 X 7/8 THICK WASHER. 2 PROVIDE 4X4 MIN SOLID BLOCK ®TRUSS SPACE. A 1) _1/2" WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS AT 2" O.C. AT EDGES ) (MIN) STAGGERED & 10d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. PROVIDE 3X « " 3) ALTERNATE ANCHORAGE - 1 1/4 0 X 12 EMBEDMENT SIMPSON ET22 . NOTE: FG 1) 5/8 GYPSUM WALLBOARD NAILED W/ 6d WALLOARD NAILS AT 4 O.C. AT ALL EPDXY ANCHOR. OR 4X FRAMING MEMBERS AT ALL VERTICAL JOINTS & SOLID 3X OR 4X O SUPPORTS ON INTERIOR FACE OF WALL & 1/2- GYP SHEATHING NAILED W/ 1 ALTERNATE EPDXY ANCHORSI I M P OR 4X BLOCKING AT ALL HORIZONTAL JOINTS. E E EPO HILTI HVA OR RA SET. E CON. 2 FASTEN SHEARWALL TO FOUNDATION W 5 8"0 ANCHOR BOLTS AT 18" O.C. 5d WALLBOARD NAILS AT 4 O.C. AT ALL SUPPORTS ON EXTERIOR FACE OF WALL. 14 (i)CS16 -1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. » / PROVIDE 2X BLOCKING AT JOINTS IN 1/2 GYP SHEATHING » (9 O.C. AT DOUBLE SIDED SHEARWALL) 2) CUT STRAP TO ALLOW FOR 14 (MIN) ENO LENGTH. 3) ALTERNATE ANCHORAGE AT .INTERIOR SLAB LOCATIONS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 30-. O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"0X3" EMBEDMENT 15 O 5/8» 0X3" EMBEDMENT EXPANSION ANCHORS � 18" O.C. EXPANSION ANCHORS AT 30 O.C. (2)CS16 -1) PROVIDE 2-2X4 (MIN) AT .ENDS OF SHEARWALL. 2) CUT STRAP TO ALLOW FOR 14 (MIN) END LENGTH. = 5 8"OX3" EMBEDMENT EXPANSION ANCHORS ® 9" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. A DBL. COL. SEE SHEAR WALL O{ ) / 16 MST60 - 1) .PROVIDE 4-2X4 (MIN) AT ENDS OF SHEARWALL. \ � \ 4) FASTEN BOTTOM PLATE TO.DECKING AT UPPER FLOORS W/ 16d NAILS ® 2" O.C. « ❑ \ ANCHORAGE SCHEDULE HG 1) 5/8 GYPSUM WALLBOARD NAILED W/ 6d WALLBOARD NAILS AT 4 O.C. AT ALL SUPPORTS ON INTERIOR FACE OF WALL & 1/2 GYP SHEATHING NAILED W/ B 1 1/2" WOOD STRUCTURAL PANEL NAILED W 10d NAILS AT 3" O.C. AT EDGES 5d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS ON EXTERIOR FACE OF WALL. 17 MST72 - 1) PROVIDE 4-2X4 (MIN) AT ENDS OF SHEARWALL. COL. SEE SHEAR WAL 0 / ANCHORAGE SCHEDULE STAGGERED, & 10d NAILS AT 12» O.C. AT INTERIOR.. SUPPORTS. PROVIDE PROVIDE 2X BLOCKING AT ALL EDGES FOR BOTH FACES OF WALL, 18 2--MST60 -1) PROVIDE 4X4 (MIN) AT ENDS OF SHEARWALL ABOVE & BELOW. 3X OR 4X FRAMING MEMBERS AT ALL VERTICAL JOINTS &SOLID 3X OR 4X 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2" 0 ANCHOR BOLTS AT 30 O.C. BLOCKING AT ALL HORIZONTAL JOINTS. « 2) PROVIDE 4X4 (MIN) SOLID BLOCK ®TRUSS SPACE. RE: DETAIL 4/S8-2. 2) FASTEN SHEARWALL T 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2 0X3 EMBEDMENT NAILING SEE . � ` (12 O.C. AT DOUBLE FOUNDATION W/ 5/8"0 ANCHOR BOLTS AT 24" O.C. SIDED SHEARWALL.) EXPANSION ANCHORS AT 30» O.C. \ SHEAR WALL SCHEDULE 3), ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. SHEAR WALL STRAP - SEE PLAN B - 5/8"0X3" EMBEDMENT EXPANSION ANCHORS ® 24" O.C. NOTES: NAIL END STUD PROVIDE VERTICAL BLOCKING " 0 O(DBL.) = 5/8"OX3" EMBEDMENT EXPANSION ANCHORS ® 12" O.C. SHEAR WALL TO STUDS W/ STRAP, 0 STRAP, TO MATCH W \ SHEAR WALL COLUMN BELOW N 1. REFERENCE SHEARWALL ANCHORAGE SCHEDULE FOR REQUIRED MEMBERS AT ENDS // SAME NAILING AS STRAP .'SEE 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS ®3 O.C. OF SHEARWALL IF NO ANCHOR IS USED, PROVIDE 2-2X STUDS (MIN.) AT EACH STRAP USING 16d NAILS. PLAN END OF SHEAR WALL. STRAP 2 X RUNNER 1) 1/2" WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS AT 4" O.C. AT EDGES SEE PLAN STAGGERED, & 10d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. PROVIDE 2. ALL EXTERIOR TYPE E. G. H, AND J SHEAR WALLS SHALL CONSIST OF 4' X 8' FLOOR TRUSSES SOLID BLOCKING AT ALL HORIZONTAL JOINTS. SHEETS OF GYPSUM SHEATHING, FASTEN 1/2" GYPSUM SHEATHING WITH . NO. 11 INTERIOR WALL ANCHORS OR 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 20" O.C. GAGE X 1 3/4" DIAMOND -POINT, GALVANIZED NAILS WITH 7/16" HEADS. STRAP ANCHORS (10" O.C. AT DOUBLE SIDED SHEARWALL.) » SHEARWALLS ANCHOR TYPES VARY SEE NAILING TO 3. SHEAR WALL FRAMING SHALL BE 2X STUDS AT 16 O.C. MAXIMUM, RE: 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS, BRACING PLAN MATCH BOTTOM pS• PLATE NAILING \ \ 2 X 4 BLOCKING OR �C 1/2"OX3" EMBEDMENT EXPANSION ANCHORS ® 20" O.C. UPPER WALL W/ ONE ANCHOR WALL AT FND. W/ ONE ANCHOR SHEAR WALL ABOVE \ APPROVED TRUSS BLOCK. 4. POWDER ACTUATED FASTENER ALTERNATES SHALL BE HILTI DS62P10 (OR EQUAL) O(DBL.) = 1/2"0X3" EMBEDMENT EXPANSION ANCHORS 0 10" O.C. HILTI NAIL X-AL-H62-P8 MAY BE SUBSTITUTED FOR THE HILTI DS62P10. THE HILTI NAIL MAY NOT BE USED AT EDGES OF THE SLAB. \ 4 FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W 16d NAILS 0 3" O.C. SHEAR WALL COL. SEE SHEAR WALL / (PRIOR APPROVAL REQUIRED FOR POWDER ACTUATED FASTENER OTHER THAN ANCHORAGE SCHEDULE COL. SEE SHEAR WALL HILTI). SHEAR WALL ANCHORAGE SCHEDULE 1) 1 /2" WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS AT 6" O.C. AT EDGES 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND USE STAGGERED & 10d NAILS AT 12» O.C. AT INTERIOR SUPPORTS. PROVIDE PACHOMETERS AND OTHER EQUIPMENT NECESSARY TO LOCATE ALL POST- \ SOLID BLOCKING AT ALL HORIZONTAL JOINTS. TENSIONING TENDONS SUCH THAT NO DAMAGE OCCURS FROM PLACEMENT OF \ 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLT AT 30" O.C. POWDER ACTUATED FASTENER OR EXPANSION ANCHOR -ALTERNATES. (14 O.C. AT DOUBLE SIDED SHEARWALL) 6 IT HALL B THE CONTRACTOR'S RESPONSIBILITY 0 INSURE AT TH _ \ \ 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS. S E L T E THAT E \ PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES `\\ \ OO 1/2"OX3" EMBEDMENT EXPANSION ANCHORS SEA 30" O.C. IS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN COMPLIANCE INTERIOR WALL ANCHORS OR INTERIOR WALL ANCHORS OR WITH ALL APPLICABLE BUILDING CODES. (SPECIAL INSPECTORS SHALL BE PROVIDED STRAP ANCHORS STRAP ANCHORS O(DBL.) = 1/2"0X3" EMBEDMENT EXPANSION ANCHORS ® 14" O.C. IF SPECIFIED BY THE APPLICABLE BUILDING CODE.) ANCHOR TYPES VARY SEE ANCHOR TYPES VARY SEE BRACING PLAN BRACING PLAN ANCHOR ANCHOR BOLT - SEE ANCHOR 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS ®4 O.C. 7• EXPANSION ANCHOR ALTERNATES SHALL BE HILTI KWIK BOLT ANCHORS (OR SEE PLAN SHEAR WALL SCHEDULE SEE PLAN EQUAL) (PRIOR APPROVAL REQUIRED FOR EXPANSION ANCHOR OTHER THAN HILTI IN WALLS DOE 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS KWIK BOLT ANCHORS.) AT 7" O.C. AT ALL SUPPORTS OR 1/2" GYPSUM WALL OR GYP SHEATHING NAILED NOTE - SEE SHEAR'WALL SCHEDULE FOR W/ 5d WALLBOARD NAILS AT 7" O.C. AT ALL SUPPORTS, 8. WHERE SHEAR WALLS ARE PERPENDICULAR TO THE FRAMING ABOVE RE: 2/S8-2 MATERIAL. & NAILING. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1 /2"0 ANCHOR BOLTS AT 48" O.C. TYPICAL ANCHORAGE ARRAI�OEI 'EI ►10 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS -� 1/2"0X3" EMBEDMENT 9• WHERE SHEARWALLS ARE PARALLEL TO THE FRAMING ABOVE EITHER 1) EXTEND EXPANSION ANCHORS AT 48" O.C. OR HILTI DS62P10 AT 16" O.C. C� (FLOOR TRUSSES 02: 4 FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 16" O.C. THE SHEARWALL TO THE FLOOR OR ROOF SHEATHING W/ SOLID BLOCKING AT 4 X 4 STUD 'SIMPSON' MST60 OR MST72 INTERIOR SHEAR ALL SHEATHED EDGES OR 2) RE: 3/8-2 PERPENDICULAR 5) REFER TO ARCHITECTURAL DRAWINGS FOR . WALLBOARD OR GYPSUM SHEATHING THICKNESS AT EACH WALL LOCATION. 4 X 4 BLOCK SHEARWALL ANCHORAGE SCHEDULE 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS AT 4"O.C, AT ALL SUPPORTS. 16d NAILS SEE SHEAR WALL SCHEDULE 01-05-00 ISSUE FOR I.F.C. AND PERMIT 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. 1 LTT19 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. 1 ❑ �� 10-28-99 ISSUE FOR REVIEW AND PRICING 3)-ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1 /2"OX3" EMBEDMENT 2) FASTEN TO FOUNDATION W/ 3/4"0 X 7" EMBEDMENT HEADED ANCHOR / EXPANSION ANCHORS AT 48" O.C. .OR HILTI DS62P10 AT 10" O.C. BOLT. » 3 4} FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 16" O.C. 3) ALTERNATE ANCHORAGE 3/4 0 X 6 EMBEDMENT EXPANSION ANCHOR / \ / F Z 2x RUNNER ® INTERIOR CONDITION OR 3/4 0 X 6" EMBEDMENT SIMPSON ET22 _ N KAPPA DELTA EPDXY ANCHOR 0 EDGE CONDITION. _.. o N SHEATHING do NAIL 0 .1) 1/2""GYPSUM WALLBOARD OR GYP SHEATHING NAILED VM/ 5d WALLBOARD NAILS ow SHEATHING & NAIL - W PATTERN TO MATCH PATTERN TO MATCH AT 4 O.C. AT ALL SUPPORTS. PROVIDE SOLID 2X BLOCKING AT AL1_ EDGES. SORORITY ' » — o SHEAR WALL BELOW. 0 SHEAR WALL BELOW. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2-0 ANCHOR BOLTS AT 48 O.C. ❑2 LTT20B 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. W W " / " DMENT 2) FASTEN TO FOUNDATION W/ 1/2"0 X 7" EMBEDMENT HEADED ANCHOR 'SIMPSON' MST60 OR MST72 TRLISS BEYOND /2X lNc3 ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS 1 2"0X3" EMBE SSES HOUSE EXPANSION ANCHORS AT 48 O.C. QR H►LTI DS62P10 AT 10 O.C. BOLT. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS Wf 16d NAILS AT 12" O.C. 3) ALTERNATE ANCHORAGE - 1/2"0 X 4 1/2" EMBEDMENT EXPANSION » » 16d NAILS ® 2. O.C. 16d NAILS'* 2. O.C. ANCHOR ® INTERIOR CONDITION OR 1/2 0 X 4 .1/2 EMBEDMENT UNIVERSITY OAKS BOULEVARD SIMPSON ET22 EPDXY ANCHOR ® EDGE CONDITION. 4 X 4 STUD O 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS COLLEGE STATION, TEXAS AT 4" O.C. AT ALL SUPPORTS. PROVIDE SOLID 2X BLOCKING AT ALL EDGES. DETAIL 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. ❑3 STHO 8 - 1 PROVIDE 2--2X4 (MIN) AT ENDS OF SHEARWALL B DETAIL /�3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"0X3" EMBEDMENT 2� ALTERNATE HOLDOWN - HTT16 W/ 5/8 0 X 6 EMBEDMENT SIMPSON A EXPANSION ANCHORS AT 48" O.C. OR HILTI DS62P10 AT 8" 'O.C. ET22 EPDXY ANCHOR. .l .�,. (FLOOR TRUSSES DETAIL AT Its 8. OR 4119 STRAPS (FLOOR TRUSSES 4 FASTEN BOTTOM PLATE TO DECKING Al UPPER FLOORS W/ 160 NAILS AT 12 O.C. PARALLEL » ❑ STHD 10 - 1 PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. PERPENDICULAR) 2 ALTERNATE HOLDOWN - HTT16 W/ 5/8"0 X 6" EMBEDMENT SIMPSON O , 1) 1/2-,GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS ET22 EPDXY ANCHOR. Al 4 O.C. Al ALL SUPPORTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. (� 1) PROVIDE 2-2X4 AT ENDS OF SHEARWALL 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"0X3" EMBEDMENT L=J HTT, 16 - (MIN) \ COL. SEE SHEAR WALL EXPANSION ANCHORS AT 48" O.C.OR HILTI DS62P10 AT 12" O.C. 2) FASTEN TO FOUNDATION W/ 5/8"0 X 9" EMBEDMENT HEADED ANCHOR ANCHORAGE SCHEDULE 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 16" O.C. BOLT. 3) ALTERNATE ANCHORAGE - 5/8"0 X 7" EMBEDMENT EXPANSION ANCHOR COL. SEE SHEAR WAL L 1 5/8" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS ) INTERIOR CONDITION OR 5/8IT X 6" EMBEDMENT SIMPSON ET22 ANCHORAGE SCHEDULE \ � COL. SEE SHEAR WAL_L� EPDXY ANCHORS ®EDGE E ANCHORAGE SCHEDULE " " NAILED W/ 6d WALLBOARD NAILS AT 7 O.C. AT ALL SUPPORTS OR 1/2 GYPSUM .CONDITION. COL. SEE SHEAR WALL ANCHORAGE SCHEDULE WALL OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS NAILED W/ 50 Q STHD14 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL \ WALLBOARD NAILS .AT 7" O.C. AT ALL SUPPORTS. 2) ALTERNATE HOL.DOWN - HTT22 W/ 5/8"0 X 7" EMBEDMENT SIMPSON 2) FASTEN' SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. ET22 EPDXY ANCHOR. - 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"OX3" EMBEDMENT NAILING SEE \ STRAP - SEE PLAN / POPHAM WALTER EXPANSION ANCHORS AT 48" O.C. SHEAR WALL SCHEDULE PROVIDE VERTICAL BLOCKING " 7 HTT22 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL \ TRAP MATCH m STRAP SEE PLAN 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 8 O.C. 2) FASTEN TO FOUNDATION W/ 5/8"0 X 9" EMBEDMENT HEADED ANCHOR ®S , TO M TC / PROVIDE VERTICAL BLOCKING 5) REFER TO ARCHITECTURAL DRAWINGS FOR WALLBOARD OR GYPSUM SHEATHING BOLT. \ \ SHEAR WALL COLUMN BELOW / / / ® STRAP, .To MATCH A R C H I T E C T S. I Pt C. THICKNESS AT EACH WALL LOCATION. STRAP SEE Q SHEAR WALL COLUMN BELOW 3) ALTERNATE ANCHORAGE - 5/8 0 X 7 EMBEDMENT SIMPSON ET22 a EPDXY ANCHORFACES OF STUDS.. PLAN 1 } N 2L WYP5dMWALLBOAA WALLBOARD AT 4 SHEATHING GYP O.0 AT ALL SUPPOR S. PROVIDE SOLID 2X \� \� 5599 SAN FEUPE. SUITE 500 BLOCKING AT ALL EDGES. 8 PHD6 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL n a STRAP SEE , HOUSTON TEXAS 77058 2 FASTEN SHEARWALL TO FOUNDATION W 1 2"0 ANCHOR BOLTS AT 30" O.C. 2) FASTEN TO FOUNDATION W/ 7/8"0 X 9" EMBEDMENT HEADED ANCHOR FLOOR TRUSS z PLAN \ TELEPHONE 713.850.8575 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS 1/2"OX3" EMBEDMENT BOLT. \ N FACSIMILE 713.850.8242 EXPANSION ANCHOR 30" O.C. 3) ALTERNATE ANCHORAGE - 7/8"0 X 8" EMBEDMENT SIMPSON ET22 \ v, E-MAIL: OMCE @ POPWALARCH.COIA EPDXY ANCHOR. qN 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. 16d NAILS — SEE LOWER► - SHEAR WALL IN THE d rr N 1 5 8" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS. D PHDB - 1 } PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL \ 310 O } / ") FASTEN TO FOUNDATION W/ 7/8"0 X 9" EMBEDMENT HEADED ANCHOR \ SHEAR WALL SCHEDULEo NAIL W/ 6d WALLBOARD NAILS AT 4 O.C.00AT ALL SUPPORTS. PROVIDE SOLID 2X \ BOTTOM PLATE NAILING a -i COL. SEE SHEAR WALL BOLT. a L` ANCHORAGE SCHEDULE of TE' BLOCKING AT ALL EDGES. " N COL. SEE SHEAR WALL (NOTE #4) _ �P.•••••••••. +� » 3) ALTERNATE ANCHORAGE - 7/8 0 X 9 EMBEDMENT SIMPSON ET22 ANCHORAGE SCHEDULE = o COL. SEE SHEAR WAL - �. a •s 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2 0 ANCHOR BOLTS AT 24 O.C. EPDXY ANCHOR.ANCHORAGE SCHEDULE * . 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"0X3" EMBEDMENT o o i ...••.•.....•.•......•: *. EXPANSION ANCHOR 0 24" O,C. w \ BRAD t_ CRANE 1 HD8A - 1 PROVIDE 3-2X4 MIN AT ENDS OF SHEARWALL \ I- N xo 4 FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W 16d NAILS AT 4 O.C. ❑ w 44891 / 2) FASTEN TO FOUNDATION W/ 7/8 0 X 10 EMBEDMENT HEADED ANCHOR COL. SEE SHEAR WALL w ►- \ „, \: ANCHORAGE SCHEDULE \ \. ;. ..� ,,,:.:y. -,��m e.. w, ,;.,.. •'•.�CEN�'� f BOLT. " 1 r T Fss7••••• P 1) 1/2 GYPSUM WALLBOARD OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS. 3 ALTERNATE ANCHORAGE 7/8-0 X _9 EMBEDMENT SIMPSON ET22 CONSULTING ENGINEERS ONA NAIL # W 5d WALLBOARD NAILS AT 4". O.C. AT ALL SUPPORTS. O / � EPDXY ANCHOR. \, � \ - `\ . \ j' " " \ A N 0 ANCHOR T AT O.C. � � \ . CORPORATE OFFICE � t 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2 C OR BOLTS 30 C. 10101 SOUTHWEST FREEWAY, SUITE 600 r « « 11 HD10A - 1) PROVIDE 4-2X4 (MIN) AT ENDS OF SHEARWALL 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS 1 /2 0X3 EMBEDMENT ❑ HousToy, TEXAS 77074-1126 EXPANSION ANCHOR ®30" O.C. 2) FASTEN TO FOUNDATION W/ 7/8,0 X 10 EMBEDMENT HEADED ANCHOR 713/779-7252. 1-800-422-7252• FAX; 713/779-1173 BOLT. ANCHOR P W NAILS AT "NCHOR ANCHOR LOU6Va, KENTUCKY ORLANDO, FLORIDA 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS / 16d LS 8 O.C.0 C. 3 ALTERNATE ANCHORAGE - 7 8 0 X 9 EMBEDMENT SIMPSON ET22 SEE PLAN ANCHOR 502 d 6- 7 407 893-6200 . ) / SEE PLAN. ANCHOR BOLT SEE ANCHOR: BOLT SEE SEE °.PLAN ( } 2 b 89 ( ) EPDXY ANCHOR. SHEAR WAL H SEE PLAN L SC ED SHEAR WALL SCHED. R 1 5 8" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED TO BOTH FACES OF: STUDS. » NAIL W 6d WALLBOARD NAILS AT 4 O.C.AT ALL SUPPORTS. 12 H014A - 1 PROVIDE 4X6 MIN AT ENDS OF SHEARWALL NOT - SHEAR WA H F / ❑ ) (MIN) E SEE LL SC EDULE OR? _ . - 2 FASTEN SHEARWALL TO FOUNDATION W 1/2-0 ANCHOR BOLT AT 300 O.C. 2) FASTEN TO FOUNDATION W/ 1N 0 X 14» EMBEDMENT HEADED ANCHOR MATERIAL &NAILING. NOTE SEE SHEARWALL SCHEDULE FOR » « BOLT W 3"0 X 3/4" .THICK WASHER. - ,MATERIAL & NAILING. 3) ALTERNATE ANCHORAGE AT INTERIOR; SLAB LOCATIONS 1/2 OX3 EMBEDMENT / » EXPANSION ANCHOR 0 30" O.C. 3) ALTERNATE ANCHORAGE - 1 0 X 13 EMBEDMENT SIMPSON ET22 {FLUOR TRUSSES Tfa'S `ii'T IS �"1C0'E'LE1E"h10'JT LtAT14�1 STATED (I Ski,C-1 - EPDXY ANCHOR. ' INTERIOR SHEARWALLPARALLELR O`4 FASTEN BOTTOM PLATE,TO DECKING AT UPPER -FLOORS W/ 16d NAILS AT 4 O.C. � ��1 1IVR��A� 1�'' � A�� PROJECT NO. 969/19471 SHMAIMALL ECOPYRIG HT 98 P0PHAM HALTER ARCHITECT:;, INC. DRAWING NA1aE 9471S82 1-5-00 9.39AM RobicheouxC 'I,lip 14111, 1� 11pall 'd oil 0 00 O 1 a N E c a� D W 0 O L_ 0 In 0 0 0 a a 0 Y A 0 0 U) N • H • 1C.'4"CHANICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS PLUMBING SPECIFICATIONS CODE COMPLIANCE CODE COMPLIANCE CODE COMPLIANCE CONTRACTOR SHALL COMPLY WiTH ALL NATIONAL, STATE AND LOCAL CODES. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES. EXISTING CONDITIONS EXISTING CONDITIONS EXISTING CONDITIONS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BID. BY CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BID. BY CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BID. BY SUBMITTING BID, CONTRACTOR STATES THAT HE HAS EXAMINED ALL EXISTING CONDITIONS. SUBMITTING BID, CONTRACTOR STATES THAT HE HAS EXAMINED ALL EXISTING CONDITIONS. SUBMITTING BID, CONTRACTOR STATES THAT HE HAS EXAMINED ALL EXISTING CONDITIONS. IF CONTRACTOR ENCOUNTERS EXISTING CONDITIONS WHICH NEED CLARIFICATION, CONTACT IF CONTRACTOR ENCOUNTERS EXISTING CONDITIONS WHICH NEED CLARIFICATION, CONTACT iF CONTRACTOR ENCOUNTERS EXISTING CONDITIONS WHICH NEED CLARIFICATION, CONTACT ARCHITECT FOR RESOLUTION OR CLARIFICATION. ARCHITECT FOR RESOLUTION OR CLARIFICATION. ARCHITECT FOR RESOLUTION OR CLARIFICATION. PERMITS AND FEES PERMITS AND FEES PERMITS AND FEES CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND CHARGES REQUIRED. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND CHARGES REQUIRED. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND CHARGES REQUIRED. GUARANTEE AND WARRANTIES GUARANTEE AND WARRANTIES GUARANTEE AND WARRANTIES ALL WORK PERFORMED UNDER THIS CONTRACT SHALL HAVE ONE (1) YEAR WRITTEN ALL WORK PERFORMED UNDER THIS CONTRACT SHALL HAVE ONE (1) YEAR WRITTEN ALL WORK PERFORMED UNDER THIS CONTRACT SHALL HAVE ONE (1) YEAR WRITTEN GUARANTEE FOR ALL MATERIALS AND WORKMANSHIP. ALL COMPRESSORS SHALL HAVE FIVE GUARANTEE FOR ALL MATERIALS AND WORKMANSHIP. GUARANTEE FOR ALL MATERIALS AND WORKMANSHIP. (5) YEAR FACTORY WARRANTY. MATERIALS AND WORKMANSHIP MATERIALS AND WORKMANSHIP MATERIALS AND WORKMANSHIP "USED" ALL MATERIALS SHALL BE NEW AND OF FIRST CLASS QUALITY. NO "USED" MATERIALS WILL ALL MATERIALS SHALL BE NEW AND OF FIRST CLASS QUALITY. NO "USED" MATERIALS WILL ALL MATERIALS SHALL BE NEW AND OF FIRST CLASS QUALITY. NO MATERIALS WILL BE PERMITTED TO BE INSTALLED ON THIS PROJECT. BE PERMITTED TO BE INSTALLED ON THIS PROJECT. BE PERMITTED TO BE INSTALLED ON THIS PROJECT. OWNERS MANUAL OWNERS MANUAL OWNERS MANUAL AT COMPLETION OF PROJECT, CONTRACTOR SHALL DELIVER TO OWNER ALL DOCUMENTS AT COMPLETION OF PROJECT, CONTRACTOR SHALL DELIVER TO OWNER ALL DOCUMENTS AT COMPLETION OF PROJECT, CONTRACTOR SHALL DELIVER TO OWNER ALL DOCUMENTS (INCLUDING BUILDING PERMITS, OPERATION AND MAINTENANCE MANUALS, ETC.). (INCLUDING BUILDING PERMITS, OPERATION AND MAINTENANCE MANUALS, ETC.). (INCLUDING BUILDING PERMITS, OPERATION AND MAINTENANCE MANUALS, ETC.). CONDUIT WASTE AND VENT PIPING DUCTWORK ALL INTERIOR CONDUIT SHALL BE EMT. ALL EXTERIOR AND UNDERGROUND CONDUIT SHALL ALL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST BE RIGID GALVANIZED STEEL. MINIMUM SIZE OF CONDUIT SHALL BE 3/4". ALL CONDUIT EXPOSED WASTE PIPING SHALL BE CHROME PLATED BRASS. ALL PENETRATIONS THROUGH SMACNA MANUALS. "FREE SHALL BE ROUTED PERPENDICULAR TO BUILDING LINES WHERE EXPOSED TO VIEW. WALLS SHALL HAVE CHROME PLATED ESCUTHEON PLATES. ALL DUCT SIZES INDICATED ARE AREA" INSIDE REQUIREMENTS. WING INTERIOR WATER PIPING ALL SUPPLY AND RETURN DUCTWORK SHALL BE 1" THICK FIBERBOARD WITH "HARDCAST" ALL WIRE SHALL BE THHN COPPER UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ALL INTERIOR WATER PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH SCREWED JOINTS. MINIMUM SIZE OF WIRE SHALL BE NO. 12. ALL WIRING SHALL BE INSTALLED SO THAT JOINTS OR TYPE L COPPER WITH SWEAT JOINTS. ALL WATER PIPING BELOW SLAB SHALL BE ALL EXHAUST DUCTWORK SHALL BE SHEET METAL UNLESS OTHERWISE INDICATED OR MAXIMUM VOLTAGE DROP TO FARTHER SET CONNECTION IN CIRCUIT SHALL NOT EXCEED 37.. TYPE K SOFT COPPER WITH NO JOINTS BELOW SLAB. WRAP ALL PIPING PENETRATIONS OF NOTED ON PLANS. DISCONNECT SWITCHES SLAB WITH TWO (2) LAYERS OF 30 LB. ROOFING FELT. ALL FLEXIBLE RUN OUTS TO DIFFUSERS SHALL BE CLASS 1 PRE -INSULATED FLEXIBLE ALL DISCONNECT SWITCHES SHALL BE GENERAL DUTY WiTH NEMA CONFIGURATION AS EXTERIOR WATER PIPING DUCT. THE MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 8'-0". WHERE RUN OUT EXCEEDS INDICATED ON THE DRAWINGS OR AS REQUIRED BY N.E.C. PROVIDE FUSES IN SWITCHES AS EXTERIOR WATER PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. PROVIDE THIS DISTANCE, USE ROUND RIGID SHEET METAL WITH 1" THICK EXTERNAL FIBERGLASS INDICATED ON THE DRAWINGS. THRUST BLOCKING AT ALL ELBOWS AND OFFSETS IN PIPING. INSULATION WITH VAPOR BARRIER. SWITCHES PIPING ALL OUTSIDE AIR DUCTWORK SHALL BE SHEET METAL. ALL SWITCHES SHALL BE SPECIFICATION GRADE. COLOR OF ALL SWITCHES AND I/GAS ALL ABOVE GRADE GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH SCREWED JOINTS. ALL KITCHEN HOOD EXHAUST DUCTWORK SHALL BE: 16 GAUGE (MINIMUM) WELDED COVER PLATES SHALL BE VERIFIED WITH THE DEVELOPER PRIOR TO ORDERING. MOUNTING HEIGHT PIPING EXPOSED TO WEATHER SHALL BE PROTECTED FROM ELEMENTS PER LOCAL CODES (I.E. CONSTRUCTION BLACK STEEL. OF ALL SWITCHES SHALL COMPLY WITH A.D.A. REQUIREMENTS. PAINTING, ETC.). ALL PIPING IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED TO ALL KITCHEN HOOD MAKEUP DUCTWORK SHALL BE SHEET METAL. RECEPTACLES ATMOSPHERE AS PER LOCAL CODES. UNDERGROUND GAS PIPING SHALL BE POLYETHYLENE PIPING MATERIALS ALL RECEPTACLES SHALL BE SPECIFICATION GRADE. COLOR OF ALL RECEPTACLES AND PIPE WITH HEAT FUSION JOINTS AND COPPER TRACER WIRE ON PIPING. REFRIGERANT PIPING SHALL BE TYPE K COPPER SIZED AND INSTALLED IN ACCORDANCE WITH COVER PLATES SHALL BE VERIFIED WITH THE DEVELOPER PRIOR TO ORDERING. MOUNTING HEIGHT UTILITY SERVICES TO BUILDING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE SIGHT GLASS AND FILTER OF RECEPTACLES SHALL COMPLY WITH A.D.A. REQUIREMENTS UNLESS SPECIFIC OR SPECIAL CONTRACTOR SHALL COORDINATE SERVICES TO BUILDING WITH LOCAL UTILITY COMPANIES. DRIER ON EACH SYSTEM. MOUNTING HEIGHT IS SHOWN ON DRAWINGS OR REQUIRED BY EQUIPMENT. CHARACTERISTICS AND SIZE OF SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 STEEL. SCHEDULE 40 PVC MAY BE USED TELEPHONE, CAN AND COMPUTER OUTLETS PIPING INSULATION IF APPROVED BY LOCAL CODES. ALL TELEPHONE, CAN, AND COMPUTER OUTLETS SHOWN ON DRAWINGS SHALL HAVE CABLING ALL HOT WATER PIPING SHALL BE INSULATED WITH 3/4" THICK CLOSED CELL ELASTOMETRIC SLEEVES ROUTED FROM BOX TO TELEPHONE TERMINAL. ALL CABLING TO BE INSTALLED AS PART OF THIS INSULATION. AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE AND INSTALL APPROVED SLEEVES CONTRACT. TELEPHONE AND COMPUTER CABLE TO BE A MINIMUM OF 4 PAIR WIRE PER OUTLET BOX. ALL COLD WATER PIPING EXPOSED TO AMBIENT TEMPERATURES (INCLUDING ATTICS AND WITH FIRE SAFING INSULATION AT ALL PENETRATIONS THRU RATED FLOOR/ CEILING ASSEMBLES, COORDINATE CABLE REQUIREMENTS WITH OWNERS PHONE SYSTEM PRIOR TO CONSTRUCTION. ALL EXTERIOR WALLS) SHALL BE INSULATED WITH 3/4 THICK CLOSED CELL ELASTOMETRIC RATED WALLS, AND AS REQUIRED BY CODE. OUTLETS TO BE LABELED WITH CORRESPONDING CIRCUIT NUMBER. MOUNTING HEIGHT OF DEVICES INSULATION. INSULATION SHALL COMPLY WiTH A.D.A. REQUIREMENTS. GENERAL CONTRACTOR SHALL COORDINATE WITH CABLE WASTE PIPING FOR LAVATORIES SHALL HAVE 3/4" THICK ELASTOMETRIC INSULATION. ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4" THICK CLOSED CELL ELASTOMERIC INSTALLERS FOR CABLES TO BE INSTALLED PRIOR TO WALL CLOSE UP. SLEEVES - INSULATiON. ALL SEAMS SHALL BE FULLY ADHERED AND TAPED WITH BLACK TAPE. SLEEVES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE AND INSTALL APPROVED SLEEVES ALL KITCHEN HOOD EXHAUST DUCTWORK SHALL BE: INSULATED WITH 2" THICK CALCIUM AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE AND INSTALL APPROVED SLEEVES WITH FIRE SAFING INSULATION AT ALL PENETRATIONS THRU RATED FLOOR/ CEILING ASSEMBLES, SILICATE INSULATION OR BE ENCLOSED IN FIRE RATED SHAFT OF TWO (2) HOUR ' WITH FIRE SAFING INSULATION AT ALL PENETRATIONS THRU RATED FLOOR/ CEILING ASSEMBLES, RATED WALLS, AND AS REQUIRED BY CODE. CONSTRUCTION. RATED WALLS, AND AS REQUIRED BY CODE. PLUMBING FIXTURES ALL KITCHEN HOOD MAKEUP DUCTWORK SHALL BE INSULATED WITH 1" THICK EXTERNAL LOCATION OF SWITCHES AND RECEPTACLES PLUMBING FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS. FIXTURES SHALL BE FIBERGLASS INSULATION WRAP WITH VAPOR BARRIER. CONTRACTOR SHALL MARK PROPOSED LOCATION OF ALL SWITCHES, RECEPTACLES, COMPLETE WITH SHUT-OFF VALVES, TRAPS, FAUCETS, ETC. ALL FIXTURES SHALL COMPLY CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH 3/4" THICK CLOSED CELL TELEPHONE OUTLETS, ETC. ON WALLS FOR ARCHITECT'S AND DEVELOPER'S APPROVAL PRIOR TO WITH STATE OF TEXAS WATER CONSERVATION ACT. ELASTOMERIC INSULATION. A/C EQUIPMENT ROUGH -IN OR INSTALLATION OF ANY BOXES AND CABLE. ALL DEVICES MAY BE RELOCATED WATER HEATERS AIR CONDITIONING EQUIPMENT SHALL BE AS SCHEDULED ON THE DRAWINGS. SYSTEMS A MAXIMUM OF 6'-0" PRIOR TO INSTALLATION WITH NO CHANGE IN PRICE. WATER HEATERS SHALL BE AS SCHEDULED ON THE DRAWINGS. HEATERS SHALL HAVE FIVE YEAR TRANSFORMERS (5) YEAR FACTORY WARRANTY (MINIMUM) ON TANK. SHALL BE COMPLETE WITH FILTERS, MOTOR STARTERS FOR ALL MOTORS, AND ROOF CURBS TRANSFORMERS SHALL BE DRY -TYPE OF SIZE AND VOLTAGE REQUIREMENTS AS INDICATED VALVES (WHERE UNITS ARE ROOF MOUNTED). EQUIPMENT SHALL HAVE A 5 YEAR WARRANTY ON THE DRAWINGS. TRANSFORMERS SHALL BE GROUNDED AS PER THE N.E.C. WATER SYSTEM SHALL BE PROVIDED WITH VALVES ON COLD WATER AND HOT WATER FANS FANS SHALL BE AS SCHEDULED ON THE DRAWINGS. FANS SHALL BE COMPLETE WITH GROUNDING ENTIRE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250. CONNECTIONS AT EACH FIXTURE, AT PLACES INDICATED ON THE DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS FOR SERVICING SYSTEM. BACK DRAFT DAMPERS, BIRD SCREEN, MOTOR STARTERS, MOTOR DISCONNECTS, AND ROOF CURBS (WHERE FANS ARE ROOF MOUNTED). ELECTRICAL SERVICE TO BUILDING GAS SYSTEM SHALL BE PROVIDED WITH SHUT-OFF VALVE AT EACH GAS APPLIANCE. PROVIDE 0 CONTRACTOR SHALL COORDINATE SERVICE TO BUILDING WITH LOCAL POWER COMPANY. AND INSTALL SOLENOID VALVES ON GAS LINES AT LOCATIONS INDICATED ON PLANS, OR CONTROLS EACH A/C SYSTEM SHALL BE CONTROLLED B A T=AND CHARACTERISTICS AND SIZE OF SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. REQUIRED BY CODES. OFF-COOL" ELECTRICAL SERVICE EQUIPMENT AIR CHAMBERS SWITCH AND FAN "ON -AUTO" SWITCH. EACH SYSTEND GREATER ELECTRICAL EQUIPMENT SHALL BE RATED FOR SERVICE ENTRANCE. ALL BUSSING SHALL BE EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH 12" LONG AIR CHAMBERS ON BOTH THE SHALL HAVE A SMOKE DETECTOR INSTALLE IN THIR DUCTWORK. COPPER WITH FULL LENGTH GROUND BUS. OVER CURRENT DEVICES SHALL BE FUSIBLE COLD WATER AND HOT WATER CONNECTIONS TO THE FIXTURE. • AIR DEVICES SWITCH (FS) OR CIRCUIT BREAKER (CB) AS INDICATED ON EQUIPMENT SCHEDULE. INDIRECT WASTE PIPING AIR DEVICES SHALL BE AS SCHEDULED ON THE DRAWINGS. DEVICES SHALL BE COMPLETE INTERRUPTING CURRENT OF EQUIPMENT AND DEVICES SHALL BE AS NOTED ON EQUIPMENT ALL INDIRECT WASTE PIPING SHALL BE TYPE M COPPER WITH SWEAT JOINTS. COPPER PIPING WiTH ALL MOUNTING HARDWARE REQUIRED FOR INSTALLATION. ALL SIDE WALL SUPPLY SCHEDULE OR AS REQUIRED BY LOCAL POWER COMPANY FAULT CURRENT. SHALL BE ISOLATED FROM STAINLESS STEEL CASEWORK WITH TWO (2) LAYERS OF TAPE. REGISTERS SHALL HAVE DOUBLE DEFLECTION LOUVERS WITH FRONT SET VERTICALLY PANEL BOARDS SUBMITTALS AND SUBSTITUTIONS MOUNTED. DEVICES SHALL BE FIELD PAINTED IF INDICATED ON ARCHITECTURAL DRAWINGS ALL PANEL BOARDS SHALL HAVE BOLT -ON BREAKERS. PANEL BOARDS SHALL HAVE COPPER CONTRACTOR SHALL FURNISH SUBMITTAL DATA TO ARCHITECT FOR APPROVAL ON ALL OR DEVICE SCHEDULE (COLOR TO BE SELECTED BY DEVELOPER). BUSING WITH AMPERE RATINGS, MAIN BREAKER (MCB) OR MAIN LUGS ONLY, (MLO), AND PLUMBING EQUIPMENT, FIXTURES, ETC. PRIOR TO ORDERING ANY ITEMS. CONTRACTOR MAY LOCATION OF AIR DEVICES COORDINATE LOCATION OF ALL AIR DEVICES IN CEILING WITH LIGHTING FIXTURES, PRIOR TO MOUNTING AS SHOWN ON PANEL SCHEDULES. OFFER SUBSTITUTIONS ON ITEMS FOR APPROVAL BY ARCHITECT. SUBSTITUTIONS MUST BE CONSTRUCTION. COORDINATE EXACT LOCATION OF ALL WALL MOUNTED DEVICES WITH LIGHTING FIXTURES LIGHTING FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS. FIXTURES SHALL BE EQUAL IN ALL RESPECTS TO ITEMS SCHEDULED OR SPECIFIED. AS -BUILT DRAWINGS ARCHITECTURAL INTERIOR ELEVATIONS AND STRUCTURAL COMPONENTS PRIOR TO CONSTRUCTION. COMPLETE WITH ALL LAMPS. CONTRACTOR SHALL PROVIDE OWNER WITH FIVE (5) SPARE CONTRACTOR SHALL FURNISH OWNER WITH COMPLETE SET OF AS -BUILT DRAWINGS AT DAMPERS DAMPERS SHALL BE PROVIDED AT ALL BRANCH TAKE -OFFS FROM MAIN DUCTWORK AND AT LAMPS OF EACH TYPE USED ON PROJECT. COMPLETION OF PROJECT. ARCHITECT WILL FURNISH CONTRACTOR ONE (1) CLEAN SET OF EACH AIR DEVICE FOR SYSTEM BALANCING. DAMPERS AT DEVICES SHALL BE OF THE LOCATION OF LIGHTING FIXTURES BLUE LiNE PRINTS FOR CONTRACTOR'S USE. CONTRACTOR SHALL LEGIBLY MARK THIS SET OF OPPOSED BLADE TYPE. COORDINATE LIGHTING FIXTURES WITH ALL AIR DEVICES IN CEILING. REFER TO ARCHITECTURAL PRINTS WITH RED INK TO SHOW AS -BUILT CONDITIONS. CONTRACTOR SHALL MARK THESE "AS BALANCING AND TESTING AND EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF ALL WALL MOUNTED FIXTURES DRAWINGS AS -BUILT DRAWINGS" IN LOWER RIGHT HAND CORNER AND ADD THE COORDINATE SCHEDULED LIGHT FIXTURE WITH CEILING FINISHES. SEE FiXTURE SCHEDULE COMPANY NAME AND TELEPHONE NUMBER. CONTRACTOR SHALL BALANCE THE SYSTEM UPON COMPLETION OF WORK. ANY DEFECTS OR FOR ADDITIONAL INFORMATION. OWNER/ FOOD SERVICE EQUIPMENT CONNECTIONS DEFICIENCIES DISCOVERED AS A RESULT OF TESTS SHALL BE IMMEDIATELY REPAIRED AND SUBMITTALS AND SUBSTITUTIONS CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO MAKE ALL FINAL TESTS SHALL BE REPEATED UNTIL THE TEST REQUIREMENTS ARE FULLY COMPLIED WITH. CONTRACTOR SHALL FURNISH SUBMITTAL DATA TO ARCHITECT FOR APPROVAL ON ALL ELECTRICAL CONNECTIONS TO OWNER/ FOOD SERVICE EQUIPMET. REFER TO FOOD SERVICE DRAWINGS SUBMIT AIR BALANCE REPORT AT COMPLETION OF TESTING. EQUIPMENT, FIXTURES, DEVICES, ETC. PRIOR TO ORDERING ANY ITEMS. CONTRACTOR MAY FOR ADDITIONAL NOTES AND INSTALLATION DETAILS FOR FOOD SERVICE EQUIPMENT SUBMITTALS AND SUBSTITUTIONS CONTRACTOR SHALL FURNISH SUBMITTAL DATA TO ARCHITECT FOR APPROVAL ON ALL A/C OFFER SUBSTITUTIONS ON ITEMS FOR APPROVAL BY ARCHITECT. SUBSTITUTIONS MUST BE (INCLUDING ALL ROUGH -IN LOCATIONS). EQUIPMENT, FANS, AIR DEVICES, ETC. PRIOR TO ORDERING ANY ITEMS. CONTRACTOR MAY EQUAL IN ALL RESPECTS TO ITEMS SCHEDULED OR SPECIFIED. AS -BUILT DRAWINGS OFFER SUBSTITUTIONS ON ITEMS UPON OBTAINING APPROVAL BY THE ARCHITECT AND DEVELOPER. CONTRACTOR SHALL FURNISH OWNER WITH COMPLETE SET OF AS -BUILT DRAWINGS AT SUBSTATIONS MUST BE EQUAL IN ALL RESPECTS TO ITEMS SCHEDULED OR SPECIFIED. COMPLETION OF PROJECT. ARCHITECT WILL FURNISH CONTRACTOR ONE (1) CLEAN SET OF AS -BUILT DRAWINGS CONTRACTOR SHALL FURNISH OWNER WITH COMPLETE SET OF AS -BUILT DRAWINGS AT BLUE LINE PRINTS FOR CONTRACTOR'S USE. CONTRACTOR SHALL LEGIBLY MARK THIS SET OF COMPLETION OF PROJECT. ARCHITECT WILL FURNISH CONTRACTOR ONE (1) CLEAN SET OF PRINTS WITH RED INK TO SHOW AS -BUILT CONDITIONS. CONTRACTOR SHALL MARK THESE DRAWINGS AS "AS -BUILT DRAWINGS" IN LOWER RIGHT HAND CORNER AND ADD THE BLUE LINE PRINTS FOR CONTRACTOR'S USE. CONTRACTOR SHALL LEGIBLY MARK THIS SET OF COMPANY NAME AND TELEPHONE NUMBER. PRINTS WITH RED INK TO SHOW AS -BUILT CONDITIONS. CONTRACTOR SHALL MARK THESE "AS OWNER/ FOOD SERVICE EQUIPMENT CONNECTIONS DRAWINGS AS -BUILT DRAWINGS" IN LOWER RIGHT HAND CORNER AND ADD THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO MAKE ALL FINAL COMPANY NAME AND TELEPHONE NUMBER. OWNER/ FOOD SERVICE EQUIPMENT CONNECTIONS CONNECTIONS TO OWNER/ FOOD SERVICE EQUIPMET. REFER TO FOOD SERVICE DRAWINGS CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO MAKE ALL FINAL FOR ADDITIONAL NOTES AND INSTALLATION DETAILS FOR FOOD SERVICE EQUIPMENT (INCLUDING ALL ROUGH -IN LOCATIONS). CONNECTIONS TO OWNER/. FOOD SERVICE EQUIPMET. REFER TO FOOD SERVICE DRAWINGS INTERIOR WIRING FOR ADDITIONAL NOTES AND INSTALLATION DETAILS FOR FOOD SERVICE EQUIPMENT ALL INTERIOR WIRE SHALL BE NM COPPER UNLESS OTHERWISE INDICATED ON THE DRAWINGS. (INCLUDING ALL ROUGH -IN LOCATIONS). MINIMUM SIZE OF WIRE SHALL BE NO. 12. ALL WIRING SHALL BE INSTALLED SO THAT MAXIMUM VOLTAGE DROP TO FARTHER SET CONNECTION IN CIRCUIT SHALL NOT EXCEED 3%. FIRE S)PRILIKLER SPECIFICATIONS CODE COMPLIANCE CONTRACTOR SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES. EXISTING CONDITIONS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BID. BY SUBMITTING BID, CONTRACTOR STATES THAT HE HAS EXAMINED ALL EXISTING CONDITIONS. IF CONTRACTOR ENCOUNTERS EXISTING CONDITIONS WHICH NEED CLARIFICATION, CONTACT ARCHITECT FOR RESOLUTION OR CLARIFICATION. PERMITS AND FEES CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND CHARGES REQUIRED. GUARANTEE AND WARRANTIES ALL WORK PERFORMED UNDER THIS CONTRACT SHALL HAVE ONE (1) YEAR WRITTEN GUARANTEE FOR ALL MATERIALS AND WORKMANSHIP. MATERIALS AND WORKMANSHIP ALL MATERIALS SHALL BE NEW AND OF FIRST CLASS QUALITY. NO "USED" MATERIALS WILL BE PERMITTED TO BE INSTALLED ON THIS PROJECT. OWNERS MANUAL AT COMPLETION OF PROJECT, CONTRACTOR SHALL DELIVER TO OWNER ALL DOCUMENTS (INCLUDING BUILDING PERMITS, OPERATION AND MAINTENANCE MANUALS, ETC.). DESIGN CRITERIA THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE COMPLETE ENGINEERED SPRINKLER DRAWINGS. THE SYSTEM SHALL BE A HYDRAULICALLY CALCULATED SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST ISSUE OF NFPA BULLETIN 13 AND SHALL COMPLY WITH ALL LOCAL CODES AND STATE REGULATIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE LOCAL AUTHORITIES AND THE OWNER'S INSURING AUTHORITY BEFORE SUBMITTAL FOR APPROVAL AND INSTALLATION. WATER SERVICE THiS CONTRACTOR SHALL EXTEND WATER SERVICE FROM UTILITY LINES AS SHOWN AND REQUIRED. THIS CONTRACTOR SHALL INCLUDE ALL COSTS OF WATER MAINS, TAPS, VALVING AND OTHER REQUIRED INSTALLATION ACCESSORIES. WATER SERVICE SHALL BE RUN INTO THE BUILDING USING C-900 PVC PIPE JOINED WITH CLASS 150 IRON FITTINGS WITH MECHANICAL JOINTS INSTALLED IN ACCORDANCE WITH THE REGULATORY AUTHORITIES AND ASSEMBLED IN ACCORDANCE WITH THE MiANUFACTURER'S PUBLISHED INSTRUCTIONS. APPROVED MANUFACTURERS ALL MATERIAL, EQUIPMENT AND ACCESSORIES USED IN THE FIRE SPRINKLER SYSTEMS SHALL BE LISTED AS APPROVED IN THE "FIRE PROTECTION EQUIPMENT LIST" AS . PUBLISHED BY UNDERWRITERS LABORATORY, INC. APPROVED MANUFACTURERS FOR SIAMESE CONNECTIONS AND SIMILAR FIRE PROTECTION EQUIPMENT SHALL BE ELKHART, FYR-RYTER, POTTER ROEMER, SECO OR STANDARD. APPROVED MANUFACTURERS FOR SPRINKLER HEADS, WATER MOTOR GONGS. ALARM VALVES AND RELATED EQUIPMENT SHALL BE RELIABLE, VIKING, GRINNELL OR STAR. APPROVED MANUFACTURERS FOR OTHER VALVES AND APPURTENANCES SHALL BE CRANE CO., WALWORTH, STOCKHAM, JENKINS OR GRINNELL. SIAMESE INLETS SIAMESE INLETS SHALL BE FLUSH WALL TYPE. UNIT SHALL BE COMPLETE WITH CHROMIUM PLATED POLISHED BRASS RECTANGULAR FACE PLATE, WITH PROPER CAST IN IDENTIFICATION, CAPS AND CHAINS, ALL SIZED AND ARRANGED AS REQUIRED. THESE UNITS SHALL BE ANGLE OR STRAIGHT TYPE BODIES AS REQUIRED. ALL THREADS SHALL COMPLY WITH THE STANDARD THREADS AS USED BY THE LOCAL FIRE DEPARTMENT. ALARM VALVES ALARM VALVES SHALL HAVE RETARD CHAMBERS, TRIM AND ACCESSORIES AS REQUIRED AND DRAIN VALVES PIPED TO OPEN SITE DRAINS OR SPRINKLER SYSTEM DRAINS. VALVES SHALL BE PROVIDED WITH ONE SET OF ELECTRICAL CONTACTS AS REQUIRED FOR CONNECTION TO A SUPERVISED ALARM SYSTEM UNDER ANOTHER SECTION OF . THE WORK. WATER MOTOR GONGS WATER MOTOR GONGS SHALL BE WATER OPERATED WITH OUTSIDE GONG AND INTERIOR WATER MOTOR. DRAIN FROM WATER MOTOR SHALL DISCHARGE INTO SPRINKLER DRAIN OR OTHER FLOOR DRAIN. WATER MOTOR GONGS SHALL BE SURFACE TYPE FURNISHED IN PRIME COAT FOR FINAL PAINTING UNDER ANOTHER SECTION OF WORK. VALVES FURNISH GATE, GLOBE, CHECK AND BALL DRIP VALVES WHERE REQUIRED FOR PROPER OPERATION AND SECTIONALIZING OF THE SYSTEMS AND WHERE REQUIRED BY GOVERNING AUTHORITIES MENTIONED HEREINBEFORE. EACH VALVE SHALL BE OF THE GATE VALVE TYPE WITH THE EXCEPTION OF VALVES 1" AND SMALLER WHICH SHALL BE ALL BRONZE GLOBE TYPE. GATE VALVES 2-1/2" AND SMALLER SHALL BE BRONZE WITH SCREWED ENDS. VALVES 3" AND LARGER SHALL BE IRON BODY FLANGED OS&Y AND EACH OF THE ABOVE SHALL BE WITH RISING STEM DESIGN. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER WORKING PRESSURE OF 175 PSI. CHECK VALVES SHALL BE IRON BODY SWING CHECK BRONZE MOUNTED WITH BRONZE FACE DISC WITH FLANGED CAP AND FLANGED BODY IN SIZES 3" AND LARGER AND BRONZE BODY SCREWED END IN SIZES 2-1/2- AND SMALLER. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER WORKING PRESSURE OF 175 PSI. BALL DRIPS SHALL BE AUTOMATIC BALL DRIP WITH PLAIN OPEN END OR SCREWED END AS REQUIRED FOR INSTALLATION IN THE SYSTEM AND PROPER CONNECTION TO DRAIN SYSTEM. SPRINKLER HEADS THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SPRINKLER, HEADS FOR THE COMPLETE INSTALLATION OF THE SPRINKLER FACILITIES AND SHALL OBTAIN APPROVAL OF ALL GOVERNING AUTHORITIES MENTIONED HEREINBEFORE. SPRINKLER HEADS FOR LEVEL 1 AND LEVEL 2 SHALL BE CONCEALED TYPE HEADS WITH FLUSH DISK TYPE CLOSURE. DISK COVER SHALL BE PAINTED TO MATCH THE CEILING COVER. SPRINKLER HEADS AND PIPING IN THE ATTIC SHALL BE CHROME PLATED UPRIGHT PENDENT, OR SIDE WALL MOUNTED DEVICES. SIGNS ON EACH VALVE AND AT EACH CONTROL POINT, FURNISH AND INSTALL A RED ENAMEL SIGN WITH WHITE NUMERALS INDICATING THE DUTY AND OPERATION OF THE VALVE OR CONTROL. SIGNS SHALL BE ATTACHED TO VALVE STEMS BY SUITABLE BRASS CHAINS. PIPING SYSTEMS ALL PIPING MATERIALS FOR FIRE PROTECTION SYSTEMS SHALL BE STANDARD OR LIGHTWEIGHT STEEL PIPE, WITH BUTT OR LAP WELDED CONSTRUCTION AS SPECIFIED IN NFPA BULLETIN 13, JOINTED WITH CAST IRON SCREWED OR FLANGED FITTINGS LISTED FOR 175 PSI MINIMUM WATER WORKING PRESSURE. AT THE CONTRACTOR'S OPTION, PIPING SYSTEMS MAY BE JOINED BY WELDING OR THE USE OF GROOVED TYPE JOINTS AND COUPLINGS IN LIEU OF SCREWED ASSEMBLY WHENEVER THIS METHOD IS APPROVED BY THE REGULATORY AUTHORITIES. WHERE PENDANT TYPE SPRINKLER HEADS ARE TO BE INSTALLED, THE FEED IN THE BRANCH LINES SHALL BE INSTALLED WITH THE OUTLET FACING DOWN AND THE PENDANT DROP EXTENDED DIRECTLY TO THE HEAD. BRANCHES SHALL BE PROPERLY LINED SO AS TO PROVIDE FOR A SQUARE STRAIGHT EVEN PATTERN. DROPS TO PENDANT TYPE SPRINKLER HEADS IN CEILING TILES SHALL BE ACCOMPLISHED WITHOUT AFFECTING THE POSITION OF THE CEILING TILES IN THE SUSPENSION SYSTEM. ALL PIPING FOR LEVEL 1 AND LEVEL 2 SHALL BE CONCEALED. SLEEVES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE AND INSTALL APPROVED SLEEVES WITH FIRE SAFING INSULATION AT ALL PENETRATIONS THRU RATED FLOOR/ CEILING ASSEMBLES, RATED WALLS, AND AS REQUIRED BY CODE. INSPECTOR'S TEST AND FLUSHING CONNECTION THIS CONTRACTOR SHALL FURNISH AND INSTALL THE NECESSARY INSPECTOR'S TEST CONNECTIONS AND FLUSHING CONNECTIONS AS REQUIRED BY GOVERNING AUTHORITIES MENTIONED HEREIN BEFORE. CAPPED NIPPED NOT LESS THAN 4" LONG SHALL BE PROVIDED AT THE ENDS OF CROSS MAINS FOR FLUSHING THE SYSTEM. SYSTEM DRAINAGE ALL PIPING SYSTEMS SHALL BE PITCHED BACK TO THE RISERS. FURNISH AND INSTALL NECESSARY DRAiN VALVES OR PLUGS FOR EACH SECTION OF THE PIPING SYSTEM AND FOR THOSE SECTIONS WHICH CANNOT BE DRAINED AT THE RISER. INSTALL VALVES AND CAPS AT LOW POINTS. DRAINS SHALL BE PROPERLY DISCHARGED TO FLOOR DRAINS OR OTHER APPROVED LOCATIONS. BARE SPRINII[LER NOT THIS BUILDING SHALL BE FIRE SPRINKLERED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION, STATE OF TEXAS, AND NFPA-13R REQUIREMENTS. GEVE AL r°"OT S A SPECIAL NOTICE: EACH CONTRACTOR SHALL READ ALL RELEVANT DOCUMENTS, BECOME FAMILIAR WITH THE JOB, THE SCOPE OF WORK, TYPE OF CON- STRUCTION, AND THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. EACH CONTRACTOR SHALL ALSO FAMILIARIZE HIMSELF WITH THE PURPOSE FOR WHICH THESE DOCUMENTS HAVE BEEN PREPARED AND SHALL BECOME COGNIZANT OF ALL THE DETAILS INVOLVED. EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHERS TO THE END SO THAT UNNECESSARY DELAYS SHALL BE AVOIDED. 67211 Q� 01/05/00 ARCHITECTS SEAL ATTESTS ONLY TO ARCHITECTS COORDINATION OF THIS CONSULTANTS WORK WTH THAT OF THE ARCHITECTS AND DOES NOT NPLY THE A HTECT'S PRACTICE OF ENMEEM OR THIS CONSULTANTS SPECIALTY. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING d UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS Pot HA,M WALTTrEllP. ARCHITECTS, INC. 5599 SAN FELIPE. SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE O POPWALARCH.COM I& 'Ml01 THIS SHEET IS INCOMPLETE WTHOK INFORMATION STATED ON SHEET AO-1 • ' E CHAIN ICAL ELECTRICAL AUTO PLUMBING SP C[FIC ,,TIONS NOT TO SCALE 01 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. • 00 O 0 U) n J (n N N E�• O 0 O 1j 11 II I i} F/SD AT CLG. j PENETRATION 24x24 LOUVER , IN WALL , I ! ACCU-9 ❑ 12/12 EXHAUST DUCT UP TO ABOVE ACCU-1 ❑ i ACCU-2 [E] i ACCU-3 IF-] II WALL CAP --� PAINT TO l MATCH BRICK 1. ACCU-8 ❑ ACCU-7 ❑ ACCU-6 L r I �'y i 3 RAG �c., 12 0 1 FT 12"o 112x12 CD ! 15 CFM - - - - - - - - - - _ - - I1 ! C-F SD / 12x12 CID 14/14 12x12 CD rT 315 ;CFM 1 -F/Sb / F/SD 1 8"0 12x12 CCIF � F/C-10 4 14x6 SWR S •— �" 300 CFM 0 CFM ,.. (4)12x12 -C-F/SO - _ - - ( ) �� 50 CFM, 1 "A i i ABOVE V) _ _ __ - 320 CFM EACH FAT F' ra RAG'S - - ---- _ F/SD '�� c`-4 „ j CEILING C-F/SD � - !: r;q_ 6x6 CD �c� ;� ; 8 0 �� w 2x12 ra 14' 50 CFM T - „ �� o RAG "� 12"0 12 I C-F/5D ! 14"0 ! TEF` - - - - I� r, �� n--- — _ - = - - WALL CAP %/'jFVV- 212x12 `—2x1PAINT TO MATCH BRICK h + J - 500 C 8 RAG C—F SD rC F SD �� -- 6„�//8"0 / I I / �--� F/SD 6k6 C % x6 CD 6x6 CID 100 CFM ! 12 x1 2 LOUVER - _ - - - - - -- ! 1 F/SDI g"o --� , -_, F/SD C FyS - -_ 50 CFM ! r C LSD j IN SOFFIT FOR f2x12 CD - �E= -� ; !I a — — = i 0. A. 12"O�i I ! 1 ` Fr 315 CFM I w �i, - I�' 6„ ,>0 r� 2x12 �� LL�1 — I �� LL' \ �, �� - /-- - - -� — WALL CAP —F/SD 60 °; _ j T� I / ± �� G PAINT TO MATCH BRICK D -- -- - 0 F, F S ti �e o RA / �� 1 x36 2 � FT , �� I TEF wt .T F I � y j,Q ` �, / - I 2 -- -- -, / C-F SD RAG _ ___ �� __" = �"----i+- �/ Fr �,� ��+ 2 RAG2 v..! .-�..�� 12xl2 r - � 120-2-1 CD F I � , , �_ �� i 12x12 I ! �c`� 12 C-F/SD - ! ^ 12x12 CID 1�2x12 TYP. OF 3i F SD -- ---- --- 500 CFM FT 500 CFM ) / r- I q RAG ! _ a T ❑ } t _ _ �`� C1 F S_D C-F/SD �� 12"0 DUCT �� TY I - - - - I T J ACCU-4 t_ - OF 3) >:i i i I i i C SDC J 12 W /C 1 --- 12xl2 (D' _ .. F — 3 I I-----} - �- ^_ I ,15 CFNi ! I 12"�b �� r- FLUES UP I ; �`y 9x9 CD F/SD �� ! _ TO ABOVE - - - �'2 --- N `" ! I ACCU-5 r 5fl CFfv�` tD ❑ 12"0 -- - -- FAT - 2x12 C 114 20 - 14 14 I� _ II 14 0 4 14 - _ r 12xfi2 12x12 CD 12x12 CD 12x12 £E3! I _ F SD -- x , e N !, 500 CFO 500 CFM 500 CFM 500 CFM / � i i FLUES UP TO ABOVE 12x12 CD I C-F/SDI 1'� ❑ ACCU=10 - -- J ! C-F SD C-F SD C-F S6--' , i 112" iv F� DECORATIVE -RAG �15 _CFM Fr Fa Fr �F)C-11 -1 �c`,, ] 1 RE: ARCH. DWGS. I C-F/SDl / �c`� �c`� 12"qy �`y I F.� I 12x12 CD F i "0' 1 12" 12"� ! _ - -� �c - D 500 6x6 CD , r Fn r;l ;12x12 ,FLAG I ! 50 -' J t ACCU-11 CFM ! t J �J - - -3 `(TYP. & 3) I- - - - cfl — Y J �12x12 F -10 a ! I Ic /C ! F/SD - ffSD"Fo a C-F/5D I - -ABOVE _lr- :TYP. T — ,��;--r.J - -- --- — -- - ----- i G — -- -- __ 0=-- i`^ D _`_' 0 CF ❑ ACCU-12 - ,n CEILIN — --- - - -, I - - --- u 2 I M M' I I 1' (' _ _ y` _ \-` I� j 6x6 CD I T F p i r -- -- ...,. 4-- .%- (� F„ 12x12 CD �i 0�/SD �� P I -- - -- 1 — — — — �`�'� 300 CFM I; �° ` ACCU-13 LOUVERS WITH IRD ! —r D - f��s, 12/12 I 1 SCREEN IN WALL �� 4 W j:, W W ra r* MECHANICAL CONTRACTOR, J�-- �— f LOCATED BEHIND 18 WIDE VINYL LOUVERS PROVIDED PROVIDE 24" TALL PLENUM PROVIDE 24" TALL PLENUM ASECTION BEHIND SECTION SECTION BEHIND SECTION OF LOUVER. ROUTE 10"0 OF LOUVER. 0. A. DUCT TO F/C-8. ROUTE 8"0 0. A. DUCT TO F/C-11. ROUTE 10"0 0. A. DUCT TO ROUTE 10"0 0. A. DUCT TO F/C-8. F/C-13. (1 DRYER VENTS TO WALL CAPS, PAINT TO MATCH BRICK; COORDINATE SIZE, LOCATION, QUANTITY WITH EQUIPMENT PROVIDED BY OWNER ;, 1 12x12 UP F/SD i (- TIT z -._ RAG F„ j ! 12x12 CD i 00 a 550 CFM y j, r1 1! ! — 12x12 LOUVER IN SOFFIT FOR O.A. IMI FIRE DAMPER SUPPLY AIR GRILLE 01 RETURN AIR GRILLE ® MAKE UP AIR FAN AIR HANDLING UNIT ❑ CONDENSING UNIT LEGEND 5. RUN DUCT IN TRUSS SPACE. PROVIDE FIRE DAMPERS WHERE DUCT PENETRATES RATED CEILING. 4. IN ROOMS 121, 122, 123, 124, 125, 125A, 125B, AND 126 RUN HVAC DUCT BELOW TRUSS, UNLESS OTHERWISE NOTED. 3. MOTORIZED DAMPER AND WALL TIMER. RE: ELECTRICAL DRAWINGS 2. OUTLINE OF RESTROOM, LEVEL 2. 1. DRYER VENT, PAINT TO MATCH BRICK. COORDINATE SIZE, QUANTITY AND LOCATION WITH EQUIPMENT PROVIDED BY THE OWNER. Tc 01/05/00 ARCHITECT'S SEAL ATTESTS ONLY TO ARCHITECTS COORDMATION OF THIS CONSULTANTS WORK MATH THAT OF THE ARCHTECTS AND DOES NOTIHPLY THE ARCHTECT'S PRACTICE OF ENOINEERW OR THIS CONSULTANTS SPECIALTY. 1 VALUE ENGINEERING 12-23-99 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA _1 L v yj _0 _90 HousE UNIVcRS►TY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM IATALTEI� ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE @ POPWALARCH.COM THIS SHEET IS INCOMPLETE WTHOi1T INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT O 1999 POPHAM WALTER ARCHITECTS, INC. 0 MECHAVZICAL PLAN LEVEL 1 1/8"-1'-0" 0 DRAWING VOTES 0 rn N rn co O rn rn a• • C 0 t- o Lo ,n co .J V) N It M N •ON 0 n — -- — —---__----, —_ ------------- --_.. r-.-it t ! 12X12 C --- i - C-F jSD C-F/SD i ----- - T I� 9X9 CD jI 9X9 CD 9X9 CD 9X9 CD 9X9 CD 9X9 CD I 9X9 CD I 280 CFM I a ® ® ! 260 CFM I 260 CFM I 260 CFM iI 260 CFM l ® 260 CFM 260 CFM ll 260 CFM j j I - F- -> T T T T11 ®-, I i �6 �2R1_2CD IC-F/SD 260 CFM 260 CFM C-F/SD: I ®-- ® I I� Iiit �- i I 11 1RAG ! �� _ 12x12 12x12 12x12 12x12 I� 12x12 II 1' 12x12 12x12 12x12 RAG 12x12 RAG _ RAG --_ ' -T_ RAG J (�� _�J -- -- _- -_ i _ _`-� RAG RAG- T RAG RAG i 77 -�� \ I RAG C 1 ' ® � I 't _.�\ p � � V Iij TO JADY ! _ — I -- -- - ---- --- - --- __ J i_ L W ALL ! t --- - --- -- -_ - T� 1 '_ — ---- --- C-F/SD ` C-F SD 9x9 CD 4"0 ! i � WALL CAP l F T 9x9 CD !N / ®10 CFM ® �Ir--li 100 CFM / � CAP W _ Ij i -/ ------ -- ---- --- 12x12 -------------- f— C-F/SD �� I I _ C-F SD --� r: 12/12 EXHAUST _ 1 -----------_ --------- ---- 1 � I ------------ ---- -- AG RAG - - i y c`_.--- _-.: _::: ---, �- ----I �� r —_1 T , �-f a 7�11 T------------_-- R � , 2x1 2 — DUCT UP AND I _ _ _ ;�*� I a , , ;', t, ��, _ -il I DOWN9X9 CD , � I ` 1�I; t `. ID _ Ny I I. `� ; � - - 1' Li y. ; ' , I 260 CFM , i (` 12x12 "--%� \�� —y tlx12 i i I T 1Zxs'fT 12x12 ER ! - ` { T— -_= y G 3,;12x12 ER —T2xi2 T ❑ I 9X9 CD l ®� RAG ( ! 300 CFM RAG / - 9x9 CD ! I �� I RAG 180 CFM I if 300 CF�i 0-n 180 CFM 1 ® 9X9 CD 260 CFM --- ---- 9X9 CD j - 9X9 CD 12x1 --- I 2x12 J 2 - aka_ i� �' _ 9X9 CD '! 1 — -- 1 1 j IL �i - - - - Y =�_ I - I - - -- - - - -- �� RAG'' �, 140 CFM iI RAG -� I , ,- 9X9 CD 140 CFM 140 CFM 1140 CFM r i I j 9X9 CD `-_,� I T;I ! 260 CFM C-F SD ' I w 0 Cl C-F/SD ------ --- C-F/SD I!i I BELOW/UP M-.886 _y; a. i C--F/SD { ! 1 1 i-l; T ' / t T , 2x12 -� I l�'�'�i' y_ N I , 2x12 ® RAG � •— 12x12 ER I { I I 112x12 ER �'� -®-� i RAG 1 �, i o� II ®9x9 CD 300 CFM I < \ �� ! _� ' LL'/-" ' ��-L i300 CFM 9x9 CD 9X9 CD r 180 CFM j 12x17 J12x12 1 r T t I �- 180 CFM { 1 _- -� 260 CFM i RA I ;� 1 G RAG II i it ram' r 12X12 CDT; •I _ li` n 9X9 CD 9X9 CD i _ I < 12X12 CD I I _ r I I I - \ I xi. 9X9 CD � r I! 1 'a 1260 CFM ' 260 CFM260 CFM'260 CFM �J i — — -- _ �_�I I - __ --- —----�_a9a__G_a.a 260 CFM (6 T 9x9 CD i rLFLUES FROM I - — L— -' i .—®---• j I ®—► _ I 12x1'2 ® ❑!I ®_, 12x12 _ — -- ----� - 9x9 CD RAG «- t 1 I 1 I RAG 100 CFM j BELOW/UP i� --- --- --- —, I 1 I I i i�, 100 CFM 9X9 CD i 9X9 CD 2 0 CFM 2600 R - Ii, 1 - 12x 2 9X9 CD ® I I - -! ri -�- -� = I i [�`-® 260- CFM j 1 ! 1 X, 2 SAG - -- -- — — J _ I T I C-F/SDI I l I I r� _ G-F/SD I! 12x12 =i I - I� t 12 I --- _ ' �C12 � r RAG — ---- _ r— _ I I; i RAG T I !' 1 , 2X12 CD < ' ! r= _ -ter -' i 4'= -> 12X12 CD I_ it I ! I' 280 CFM 280 CFM I i I _ I j 4 oW/o 6 01/05/00 ARCHITECT'S SEAL ATTESTS ONLY In ARCHITEVS COORDINATION OF THIS CONSULTANTS WORK WITH THAT OF THE ARCHTECT'S AND DOES NOT IMPLY THE ARCHITECTS PRACTICE OF ENGINEERING OR THIS CONSULTANT'S SPECIALTY. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM 1ATAj'_JJL ZK ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE© POPWALARCH.COM THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON SHEET AD-1 PROJECT NO. 969 • O MECHANICAL PLAN LEVEL 2 1/8"=V-0M 1 01 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. 0 Tl_ 431 E If 0 0 0 0 \11 5! V) 0') 0 rx 14/6 /6 114 4/6 ROUTE 3/4- COND. DRAIN — 14 10 14/12 14/10 FROM EACH SYSTEM TO FD '' 'J i� j IN THIS AREA ON FLOOR BELOW; 00 ROUTE 3/4- AUX. DRAIN FROM EACH SYSTEM AND 14 10 14/12 14/6 6 F - STUB THRU CEILING OVER SS ,�14 /10 20/14- 90114 12/12 EXHAUST-----= DUCT UP FROM BELOW I 00 E 22/141t 16 14 ti Q_ 18/14 00 < o< II Y - 0 0 014 l Lo U_ L.L_ )iF =>O 0_ 0� u(D Gib Oi IRK L 20/14 1 14 UP TO 1 i 'EF-210N ROOF co J co 0 '11AP IN, 14/6 Ll co 0 04 co 04 F F co L __ 1--l-i N�l IFLIES FROM BELOW To ROOF CAPS Lw V L 16/14 f f /14 114 J! 16 14 i I I 14 14 II 0 y 146 11 Jill'i, co to --Up 14 6 14 10 14/12 1114/10 14/6 ROUTE 3/4COND. DRAIN FROM EACH SYSTEM TO FD IN THIS AREA ON FLOOR BELOW V1 14/6 1 H 14/12 14 10 M. I I 14/6 '_L�l 4/10, ROUTE 3/4- AUX. DRAIN 20/14 Ir f 4 20/14 FROM EACH SYSTEM AND STUB THRU CEILING OVER SS 10 14/6 I I (L < I � co 0 1; "ll CN Ij 11L Z)o -jo L_ Ckf CD FLUES FROM BELOW 14 6 TO !ROOF CAPS L-Lr I A FKA We M 20/14 T�114/14 !Up TO N ROOF cc FLUE TO ( � �' ROOF CAP —2 00 OAI 04 ROOF �j 51L L CN 16 16/14 14 10 0 IN, lit co 14/6,-jl L 01/05/00 ARCHITECT'S SEAL ATTESTS ONLY TO ARCHITECTS COORDINATION OF THIS CONSIMANT'S WORK WITH THAT OF THE ARCHTECTS NO DOES NOT NPLY THE APCHTECT'S PRACTICE OF ENGINEERING OR IKS CONSULTANT'S SPECIALTY 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA • UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS P "i VIV v% orrIAM WA.LT ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E—MAIL: OFFICE @POPWALARCH.COM (D 0 V_ 0 1. EF-1 & 2 TO BE CONTROLLED BY INFARED MOTION DETECTOR SWITCHES LOCATED IN BATHROOMS, AT EACH DOOR. THIS SHEET IS INCOMPLETE WTHOUT INFORMATION STATED ON SHEET AO-1 RE: ELECTRRICAL DRAWINGS PROJECT NO. 969 rIECHANICAL PLAN ATTIC 1/8"=19-006 DRAWING NOTES COPYRIGHT 1999 POPHAM WALTER ARCHITECTS, INC. -'' SUSPEND UNIT FORM STRUCTURE WITH UNIT HOUSED SPRING VIBRATION ISOLATORS.. 1 STRUCTURAL TRUSS R.A. DUCT PLENUM co FAN-COIL SUPPLY UNIT PLENUM SUPPLY DUCT _ ROUTE 3/4" COND. DRAIN AUX. DRAIN PAN TO BATH TUB OR LAVATORY DRAIN TAILPIECE. ACCESS PANEL WITH TRIM ROUTE 3/4" AUX. { IN CEILING; FULL SIZE OF UNIT; DRAIN AND STUB THRU i PROVIDED BY MECHANICAL CEILING OVER LAVATORY CONTRACTOR. COORDINTE OR BATH TUB. LOCATION OF UNIT WITH LIGHT FIXTURES PRIOR TO �. CONSTRUCTION. i O IOI�TL FA COIL UNIT �0l� CEILING DETAIL NO SCALE UL LISTED FUSIBLE LINK 160 DEGREE F (71 DEGREE C) RIGID DUCT STANDARD WITH GALV. STEEL I ABOVE NG ( BLADES AND CERAMIC FIBER PROTECTION ROLL -FORMED I FRAME I CEILING RADIATION DAMPER I MODEL 0716 BY NAILOR-HART I DAMPER AT INDUSTRIES. TYPICAL AT CEILING ' CEILING PENETRATIONS BY PLENUM. (OR APPROVED EQUAL). IMETAL I DUCT BELOW DAMPE� AT CEILING E UNIT MAIN DUCT FIRM 0 rlP R DETAIL rn cD NO SCALE rn rn I.00 p�,0 O a GO Q�Q\�G E /PAR cP � p. P• U � p _ 1 � � �G� S• P OJG o R� (RF-F�GG v �p P O F 0- SA •(O F E :1; S 51D O P co N SECTION AT VERTICAL /C UNIT NO SCALE O O „ co O I 0 , CEILING FIRE DAM.PER DETAIL SYMBOL DESCRIPTION _ DUCTWORK FLEXIBLE DUCT SPIN -IN CONNECTOR W/DAMPER AND AIR SCOOP TRANSITION TURNING VANES sD DETECTORS, FIRE & OR SMOKE —► D CHANGE OF ELEVATION (DROP) D DRAIN LINE MANUAL VOLUME DAMPER MANUAL SPLITTER BRANCH, SUPPLY OR RETURN EXHAUST GRILLE OR REGISTER I�--i SUPPLY GRILLE OR REGISTER ®E--� GRILLE OR REGISTER, CEILING LOUV. LOUVER, DOOR OR WALL DG DOOR GRILLE UCD UNDERCUT DOOR ® CEILING DIFFUSER OT THERMOSTAT FLOOR ABOVE OUTLET BOX FUSIBLE LINK TRUSS lmkv� ■ 7_ --� SUPPLYDUCT UL RATED FIRE DAMPER #0722 BY NAILOR-HART ml GYP BOARD CEILING DIFFUSER METAL SUPPORT CEILINiG FIRE DAf., R DETAIL S��p� NO SCALE �w GO P�Q`�G J a QpN �p �p4 .\p�O\"PGF E �O !R HANDLING UNIT DETAIL NO SCALE 18CHIEDULE OF HiVhC l2.0UMMIT MARK DESCRIPTION 1 F/C-1,2, CARRIER 58RAV095-1-16 HORIZONTAL GAS FURNACE WITH CE3AXA048 HORIZONTAL !? f' 3,4,5 NOMINAL 4 TON COOLING COIL. 1600 CFM AT 0.5" E.S.P., 200 CFM O.A., 1/2 HP 120 VOLT - 1 PHASE MOTOR. COMPLETE WITH FILTER SECTION. r z F/C-6,10 FIRST MODEL 18HX5 HORIZONTAL NOMINAL 1 1/2 TON FAN -COIL UNIT WITH l` 5 KW ELECTRIC HEAT. 600 CFM AT 0.5" E.S.P., 60 CFM O.A., 113 HP 208 1 VOLT - 1 PHASE MOTOR. COMPLETE WITH FILTER SECTION. F/C-7,12 FIRST MODEL 30HX10 HORIZONTAL NOMINAL 2 1/2 TON FAN -COIL UNIT WITH 10 KW ELECTRIC HEAT. 1000 CFM AT 0.5" E.S.P., 100 CFM O.A., 1/3 HP 208 i VOLT - 1 PHASE MOTOR. COMPLETE WITH FILTER SECTION. F/C-11 CARRIER 58PAVIII-1-20 VERTICAL GAS FURNACE WITH CK58XA060 VERTICAL NOMINAL 5 TON COOLING COIL. 2000 CFM AT 0.5" E.S.P., 200 CFM O.A., !} 3/4 HP 120 VOLT - 1 PHASE MOTOR. COMPLETE WITH FILTER SECTION. F/C-8,13 (2) CARRIER 58PAMII-1-20 VERTICAL GAS FURNACE WITH 507CO090 VERTICAL t NOMINAL 7-1/2 TON COOLING COIL. 3000 CFM AT 0.5" E.S.P., 300 CFM O.A., (2) 3/4 HP 120 VOLT - 1 PHASE MOTOR. COMPLETE WITH FILTER SECTION. h ACCU-9,11 CARRIER 38CKC060 NOMINAL 5 TON AIR COOLED CONDENSING UNIT RATED AT ARI STANDARDS. 208 VOLT - 3 PHASE. .. r rA I ACCU-6,10 CARRIER 38CKC018 NOMINAL 1-1/2 TON AIR COOLED CONDENSING UNIT RATED AT ARI STANDARDS. 208 VOLT - 1 PHASE. ACCU-7,12 CARRIER 38CKC030 NOMINAL 2-1/2 TON AIR COOLED CONDENSING UNIT RATED AT ARI STANDARDS. 208 VOLT - 3 PHASE. ACCU-8,13 CARRIER 38AK007 NOMINAL 7-1/2 TON AIR COOLED CONDENSING UNIT RATED AT ARI STANDARDS. 208 VOLT - 3 PHASE. TEF BR AN M 71 0 MODEL 6 CEILING MOUNTED EXHAUST FAN. 70 CFM 120 VOLT - 1 PHASE MOTOR. EF-3 COOK 135V58 ROOF EXHAUST FAN. 1500 CFM AT 1.00" S. P., 1/2 HP 120 VOLT - 1 PHASE MOTOR. PAINTED TO MATCH ROOF COLOR. SF-1 COOK 10OSDB IN -LINE FAN WITH FILTER SECTION. 1200 CFM AT 0.75" S. P., 1/2 HP 120 VOLT - 1 PHASE MOTOR. EF-1,2 COOK 10OC15D ROOF EXHAUST FAN. 600 CFM AT 0.50" S. P., 194 WATT 120 VOLT - 1 PHASE MOTOR. PAINTED TO MATCH ROOF COLOR. ....... Al f AHU-9 CARRIER FA4ANF060t VERTICAL NOMINAL 5 TON COOLING FAN -COIL UNIT WITH NO HEAT. 2000 i CFM AT 0.5" E.S.P., 200 CFM O.A., 3/4 HP 120 VOLT - 1 PHASE MOTOR. COMPLETE WITH FILTER SECTION. OAI-1,2 GREENHEd GRS--18 ^ROOF MOUNTED OUTSIDE AIR INTAKE WITH ROOF CURB AND BIRDSCREEN. 18 x 18 NECK. PAINTED TO MATCH ROOF COLOR.' 1Q ! ACCU-1,2, CARRIER CKC048 NOMINAL 4 TON AIRY COOLED CONDESING UNIT RATED `I ". 3,4,5 AT ARI STANDARDS. 208V-3PHASE • r . SCHEDULE OF ,SIR DEVICES MARK DESCRIPTION ADJUSTABLE LOUVERED FACE CEILING DIFFUSER WITH PAINTED FINISH ® TO MATCH CEILING, OPPOSED BLADE VOLUME DAMPER, AND MOUNTING CD FRAME AS REQUIRED. TITUS MODEL TMDC OR EQUAL. SWR SIDEWALL SUPPLY REGISTER WITH DOUBLE DEFLECTION BLADES (FRONT SET VERTICAL), OPPOSED BLADE VOLUME DAMPER, AND PAINTED FINISH TO MATCH WALL. TITUS 272-FS5 OR EQUAL. CEILING EGG -CRATE RETURN AIR GRILLE WITH PAINTED FINISH TO MATCH CEILING AND MOUNTING FRAME AS REQUIRED. TITUS 30-FF OR EQUAL. RAG SWRAG SIDEWALL RETURN AIR GRILLE WITH HORIZONTAL BLADES AND PAINTED SERVICE PIPE FINISH TO MATCH WALL. TITUS 272 OR EQUAL. LOUVER WEATHERPROOF EXTERIOR LOUVER WITH BIRDSCREEN; FLOOR PAINT TO MATCH FACE BRICK. TITUS OXL-02 OR EQUAL. SCH. 40 STEEL ^- SLEEVE WITH SCHEDULE OF [�I DAMPERS FIRE-SAFING TO MAINTAIN UL RATING OR MARK DESCRIPTION A REQUIRED BY AUTHORITIES HAVING JURISDICTION C-F/SD GREENHECK MODEL CFSD-22-1 OUR HOUR RATED, LEAKAGE CLASS 11 SLEEVE TRU FLOOR COMBINATION FIRE/SMOKE CEILING U. L. LISTED CORIDOR DAMPERS. NO SCALE COMPLETE WITH RESETABLE LINK. TYPICAL FOR ALL SERVICES F/SD GREENHECK MODEL FSD-22-1 OUR HOUR RATED, LEAKAGE CLASS II COMBINATION FIRE/SMOKE U. L. LISTED DAMPERS. COMPLETE WITH RESETABLE LINK. A"as ni NrT TED SURROUND ASSEMBLY 1S FIRE RATED CEILING EXHAUST DUCT TO BE TERMINATED WITH WALL CAP OR GRILLE IN SOFFIT EXHAUST FAN IM C ILlt G DETitill. NO SCALE GEVERAL DOTES A. SUPPORT ALL REFRIGERATOR PIPING CONDENSATE LINES, EXPOSED CONDUIT, ETC. (INTERIOR AND EXTERIOR) WITH UNISTRUT BRACKETS. B. ALL ROUTING OF WIRING, DUCTWORK, CONDUIT, PIPING, ETC., SHALL BE RUN PARALLEL AND PERPENDICULAR TO STRUCTURE. PROVIDE PROPER CLEARANCES REQUIRED TO ACCESS AND MAINTAIN EQUIPMENT. 01/05/00 ARCHITECTS SEAL ATTESTS ONLY TO ARCHITECTS COORDINATION OF THIS CONSULTANT'S WORK WTH THAT OF THE ARCHITECTS AND DOES NOT eNPLY THE ARC MCYS PRACTICE OF MNEE M OR TMS CONSULTANTS SPECIALTY. 1 VALUE ENGINEERING 12-23-99 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING SORMC)RITY ��OUSE UNIVERSITY OAKS BOULEVARD COLLEGE STA710N, TEXAS POPHAM WALTER ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE CAD POPWALARCH.COM TYPICAL FOR RETURN AIR DUCT SYSTEM CORRIDOR PROTECTION DETAIL NO SCALE THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON SHEET AO-1 HVAC DETAILS$ SCHEDULES AND RISERS NOT TO SCALE 0 PROJECT NU. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. a a� E C N N O S •O I` O cn 00 O N 0 • R ---. __-_ - _ ._. _-_ -. ___-.. _.___---_-_--_u y - k - PB-18 RECEPTACLES r-- - --- -- --- - __i \ +18" SWITCHED MOTORIZED DAMPER AND WALL TIMER- !' PE-38 II IN OFFICE #102 K (TYPICAL FOR 4) REFER TO MECHANICAL DRAWINGS. l - - , _ ;I\ WP GFI _ - - - - _ _ _ WP GFI �- """ WP GFI _ - - _. i 11 GFI FIRE F / P -27 -- - SPRINKLER r PB-3 M S F - - -- PB-9� - - -- - -- - - -- I\ P � / � _ --� � I � I a � �- � LEVEL 2 REC i i 9 � / _ - - J -- - -- -- -- - L - - � � � � � LEVEL' 1 REC. PC-17 IC +''r -; SF-1 �u �/ T PB-2 i--- -- , i- - I _ MAG��v I w i SPA-13 / - `('}'��_ I LOCK - - - / II �� -� -9 f �. ✓ t MF PC 40 I 'i ~ !y / I COUNTER - ACCU-9 I I - - �' 2 i- I GFI ---i PA-1 1' ' I F/C-1 1 0 NEM3 NF A 3R 3R ', I VVI GI;J�I 4v k ` P PA-30 I / '(ON) PC 39 �T- _ \ PA ACCU-1 ; - ; I i ; I / II I \ L / / �, i i T S / S \ 1 60/3 NF--J `. T! O i i /1' ( O NEMA 3R / ,-� F L - - --- - - - - -- APB-4J — 'I' ._._ MAG. LOCK �, --i PA-5 1. Ii _ AC-1 IC I OO; - --- --- - / F F {I ACLU-2 i it 001it I A 1 #' T l S�j G D)J I a A-3 603NF - - - -- - NEMA 3R / -�� ''� _ _ " _ J L _ _ ; -- --- - --- A-1 k OIL i LA I I -- / r - RECEPTACLE z ��,_EV cal; - PA-17 L P 5 AC-7 K �.-- MOUNTED IN rv,� F1_ GPI_ PA-12 I; 60C3 NF I . EQUIP MlENT N I -- - - - - f! - - - - i f { / BASEBOARD I - - PD r- �tI Dj I MAG. UNDER CABINET,• I I I I I I` / �� ( PC- 5 I Q NEMA 3R /. `�' .DRAWIN i ; ; j LOCK SEE DRAWING �$ - -- - _ I I YA-19 - ,= J _ _ J A6-2 FOR DOOR i r �� I I - AC-13 IC WP _ _ 1 - ,i/ SCHEDULE AND i 3 PVCI CONDUITS I 1 C� GF i ; +'PC-33 r - -- - -- - ( - - (' - - I ELECTRICAL REQUIREMENTS r j j ) OR PHONE/CABLE �J r GFI i 1 WP I i I' f,� ( i I i I I I i �} N_ r/C '13� �0 LP SYSTEM. REFER - - f I- PA-21 i' PA- 10 I j GFI \ 0 CIVIL DRAWINGS `I %1 L-- S Ac---- ;--- �'A-243,,1 EQUALEQUAL EQUAL - - - - 60 /2 N PB-8 F - i1 TTB PC P2 26 i r { I I -- ; ACCu-4 A 1 ' - - - - - - - �; II ` I pq S _di'A-8— ` it i L--J 60/3 NF\ S lF /,nPA NEMA 3R CENTERLINE — RECEPTACLE AC-19 ! L - - - - OF FIREPLACE MOUNTED IN p PC-2 8 r I 1 /f I_- \ ,. BASEBOARD - ` : I f -- -_ 1 t__ I PC-22 �- -- - 1 b I i r--, ACCu-5 1 y�GFI I -_ PB-3 _ _. _. __ -- -- _ _ _ _ I�i� 1 UNDER CABINET 60 NF G. \ i FB-36� LOCK S �� C-11 - - _ _-��u I �� l I L--' NEMA 3R / / I \ I t AC-25 , cFl _ I , , 1- - , '� I PB-6 I EQ OS I I III `PB-1 L - - - - MF ,� / CIR T - - - - (` - - - - r--, ACCU-10 y GFI --- --- , �- _ L� _�' - - - NO/2 NF ACCU-8 PB 16> - / C M — ----- \ I T.- ------ 30A " -1 CFI �I NEMA 3R rr= n -- +30 i/C 60/3 NF i � S I �S j� / R' ' "`� i-- -- - -- -I WP GFI~ -``�- ( �' WP GFI , -- O i 250v I P __ �..0/2 1 AC-32 MA L J O 1I F Q GFI L- -J/ C1RC. '��I1 �' _ I� -� C ,20 `� I NE 3R / + I 1 �`__ I \I I -- Ir`�1: - - 1: (ON) PC 37 I'I / U C I' NE1+AA .1 ACCU-11 AC-2 IC I (; PC-29 F PC-15 PUMP i y PC-37 MDP ' Hi 1 / FT F I / ACCU-7 S F - - -- - -- — --- - -- -- — 1 LL NEMA 3R I } 30 - -_ AC-14 r--, F / 30/3 NF l I 25OV -2 OV l I L--J� NEMA 3R A II P -1 PB-4 I _ ,`PC Ps KP F i� j / ` l i ( i { AC-3 �-'/ ��--� ACCu-12 ff 1 (,.} AC-35 IC I ! B 2 - — - - I �• •mod IT 1 ; i a NEMA 3R 11 .1 30/3 NIF _ "�.--__ _-.- -f--_F ---ate_ I. ,",,5'� t ' I �L--J ACCU �I I PB-14 f•:. --' l i f I �.._:� . T`1 ---)PA 0 30/2 NF L--� I F C-6� 1 {( I �C 1M �� S 6 �� I PC-39 U�--�-+�, ! i {, �' i up PC-1� I� i AC-20 NEMA 3R / I 30 2 NF( I I { j �/ / _}- METERING I I NEMA 1 \:J M 11 EQUIPMENT !�I C-6 C ?_�_ � (ON1- -439 I '; j� j , -- ACCu-13 AC-31 IC I i i�l 60/3 NF / / I! II \ +71 ~f MAG. LOCK \`- 1 i I I {{1{1�MAG. LACK — L--'�I NEMA 3R �-�11� +J �0 f3Q READER } -___ i I 1 i DATA AND N SYS7W OUTLET LOCATIONS \ I � i , I � � I I I�- - I AC-26 ARE APPROMATE AND SHALL BE COORDINATED cAR 5 O ADM _ , --- ----- LL ---.._ u -�v = ----- ;/ I�ITI1 DEVELOPER PRIOR TO INSTALLATION. \ f �-.- -- ---�--,�-�- - \-WP GFI WP G I 1Q - -- - --- -- -- - - - - --- - / PB-20 PR /CM.COUrT DGCIRCUIT ON THPC 42 FOR �' _ -�" PA-16 \ / R'ffER TO MECHANiCAi. PEARLS FOR LOCATIONS AND NUM1M. MAKE ALL FWAL CO CTIONS REQU M BY DAMPER INSTALLATION. POWER FLAN w LEVEL 1 1/8»=1'-0„ 0 2. DATA OUTLETS IN ROOM 106 SLL BE DUPLEX TYPE OUTLETS 1. COORDINATE LOCATION OF MDW►TH FRESH AIR INTAKE LOUVERS/SHUTTERS DRAWIVI VOTES 02 01/05/00 ARCHITECTS SEAT. ATTESTS ONLY TO ARCHTECT"5 COORDINATION OF THIS CONSULTANT'S Wry M?H THAT OF THE ARCHTECTS AND DOES NOT HAPLY THE ARCHITECTS PRACTICE OF ETICMEF)T>TIO OR TKS CONSULTANTS SPECIALTY. 'I\ VALUE ENGINEERING 12-23-99 01-05 00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING K.APPA Did LTA UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS PopHrAM 1ATALTE-111(" ARCHITECTS, INC. 5599 SAN FELIPE. SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ®POPWALARCH.COM i p THIS SHEET IS INCOMPLETE WTHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. R ---. __-_ - _ ._. _-_ -. ___-.. _.___---_-_--_u y - k - PB-18 RECEPTACLES r-- - --- -- --- - __i \ +18" SWITCHED MOTORIZED DAMPER AND WALL TIMER- !' PE-38 II IN OFFICE #102 K (TYPICAL FOR 4) REFER TO MECHANICAL DRAWINGS. l - - , _ ;I\ WP GFI _ - - - - _ _ _ WP GFI �- """ WP GFI _ - - _. i 11 GFI FIRE F / P -27 -- - SPRINKLER r PB-3 M S F - - -- PB-9� - - -- - -- - - -- I\ P � / � _ --� � I � I a � �- � LEVEL 2 REC i i 9 � / _ - - J -- - -- -- -- - L - - � � � � � LEVEL' 1 REC. PC-17 IC +''r -; SF-1 �u �/ T PB-2 i--- -- , i- - I _ MAG��v I w i SPA-13 / - `('}'��_ I LOCK - - - / II �� -� -9 f �. ✓ t MF PC 40 I 'i ~ !y / I COUNTER - ACCU-9 I I - - �' 2 i- I GFI ---i PA-1 1' ' I F/C-1 1 0 NEM3 NF A 3R 3R ', I VVI GI;J�I 4v k ` P PA-30 I / '(ON) PC 39 �T- _ \ PA ACCU-1 ; - ; I i ; I / II I \ L / / �, i i T S / S \ 1 60/3 NF--J `. T! O i i /1' ( O NEMA 3R / ,-� F L - - --- - - - - -- APB-4J — 'I' ._._ MAG. LOCK �, --i PA-5 1. Ii _ AC-1 IC I OO; - --- --- - / F F {I ACLU-2 i it 001it I A 1 #' T l S�j G D)J I a A-3 603NF - - - -- - NEMA 3R / -�� ''� _ _ " _ J L _ _ ; -- --- - --- A-1 k OIL i LA I I -- / r - RECEPTACLE z ��,_EV cal; - PA-17 L P 5 AC-7 K �.-- MOUNTED IN rv,� F1_ GPI_ PA-12 I; 60C3 NF I . EQUIP MlENT N I -- - - - - f! - - - - i f { / BASEBOARD I - - PD r- �tI Dj I MAG. UNDER CABINET,• I I I I I I` / �� ( PC- 5 I Q NEMA 3R /. `�' .DRAWIN i ; ; j LOCK SEE DRAWING �$ - -- - _ I I YA-19 - ,= J _ _ J A6-2 FOR DOOR i r �� I I - AC-13 IC WP _ _ 1 - ,i/ SCHEDULE AND i 3 PVCI CONDUITS I 1 C� GF i ; +'PC-33 r - -- - -- - ( - - (' - - I ELECTRICAL REQUIREMENTS r j j ) OR PHONE/CABLE �J r GFI i 1 WP I i I' f,� ( i I i I I I i �} N_ r/C '13� �0 LP SYSTEM. REFER - - f I- PA-21 i' PA- 10 I j GFI \ 0 CIVIL DRAWINGS `I %1 L-- S Ac---- ;--- �'A-243,,1 EQUALEQUAL EQUAL - - - - 60 /2 N PB-8 F - i1 TTB PC P2 26 i r { I I -- ; ACCu-4 A 1 ' - - - - - - - �; II ` I pq S _di'A-8— ` it i L--J 60/3 NF\ S lF /,nPA NEMA 3R CENTERLINE — RECEPTACLE AC-19 ! L - - - - OF FIREPLACE MOUNTED IN p PC-2 8 r I 1 /f I_- \ ,. BASEBOARD - ` : I f -- -_ 1 t__ I PC-22 �- -- - 1 b I i r--, ACCu-5 1 y�GFI I -_ PB-3 _ _. _. __ -- -- _ _ _ _ I�i� 1 UNDER CABINET 60 NF G. \ i FB-36� LOCK S �� C-11 - - _ _-��u I �� l I L--' NEMA 3R / / I \ I t AC-25 , cFl _ I , , 1- - , '� I PB-6 I EQ OS I I III `PB-1 L - - - - MF ,� / CIR T - - - - (` - - - - r--, ACCU-10 y GFI --- --- , �- _ L� _�' - - - NO/2 NF ACCU-8 PB 16> - / C M — ----- \ I T.- ------ 30A " -1 CFI �I NEMA 3R rr= n -- +30 i/C 60/3 NF i � S I �S j� / R' ' "`� i-- -- - -- -I WP GFI~ -``�- ( �' WP GFI , -- O i 250v I P __ �..0/2 1 AC-32 MA L J O 1I F Q GFI L- -J/ C1RC. '��I1 �' _ I� -� C ,20 `� I NE 3R / + I 1 �`__ I \I I -- Ir`�1: - - 1: (ON) PC 37 I'I / U C I' NE1+AA .1 ACCU-11 AC-2 IC I (; PC-29 F PC-15 PUMP i y PC-37 MDP ' Hi 1 / FT F I / ACCU-7 S F - - -- - -- — --- - -- -- — 1 LL NEMA 3R I } 30 - -_ AC-14 r--, F / 30/3 NF l I 25OV -2 OV l I L--J� NEMA 3R A II P -1 PB-4 I _ ,`PC Ps KP F i� j / ` l i ( i { AC-3 �-'/ ��--� ACCu-12 ff 1 (,.} AC-35 IC I ! B 2 - — - - I �• •mod IT 1 ; i a NEMA 3R 11 .1 30/3 NIF _ "�.--__ _-.- -f--_F ---ate_ I. ,",,5'� t ' I �L--J ACCU �I I PB-14 f•:. --' l i f I �.._:� . T`1 ---)PA 0 30/2 NF L--� I F C-6� 1 {( I �C 1M �� S 6 �� I PC-39 U�--�-+�, ! i {, �' i up PC-1� I� i AC-20 NEMA 3R / I 30 2 NF( I I { j �/ / _}- METERING I I NEMA 1 \:J M 11 EQUIPMENT !�I C-6 C ?_�_ � (ON1- -439 I '; j� j , -- ACCu-13 AC-31 IC I i i�l 60/3 NF / / I! II \ +71 ~f MAG. LOCK \`- 1 i I I {{1{1�MAG. LACK — L--'�I NEMA 3R �-�11� +J �0 f3Q READER } -___ i I 1 i DATA AND N SYS7W OUTLET LOCATIONS \ I � i , I � � I I I�- - I AC-26 ARE APPROMATE AND SHALL BE COORDINATED cAR 5 O ADM _ , --- ----- LL ---.._ u -�v = ----- ;/ I�ITI1 DEVELOPER PRIOR TO INSTALLATION. \ f �-.- -- ---�--,�-�- - \-WP GFI WP G I 1Q - -- - --- -- -- - - - - --- - / PB-20 PR /CM.COUrT DGCIRCUIT ON THPC 42 FOR �' _ -�" PA-16 \ / R'ffER TO MECHANiCAi. PEARLS FOR LOCATIONS AND NUM1M. MAKE ALL FWAL CO CTIONS REQU M BY DAMPER INSTALLATION. POWER FLAN w LEVEL 1 1/8»=1'-0„ 0 2. DATA OUTLETS IN ROOM 106 SLL BE DUPLEX TYPE OUTLETS 1. COORDINATE LOCATION OF MDW►TH FRESH AIR INTAKE LOUVERS/SHUTTERS DRAWIVI VOTES 02 01/05/00 ARCHITECTS SEAT. ATTESTS ONLY TO ARCHTECT"5 COORDINATION OF THIS CONSULTANT'S Wry M?H THAT OF THE ARCHTECTS AND DOES NOT HAPLY THE ARCHITECTS PRACTICE OF ETICMEF)T>TIO OR TKS CONSULTANTS SPECIALTY. 'I\ VALUE ENGINEERING 12-23-99 01-05 00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING K.APPA Did LTA UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS PopHrAM 1ATALTE-111(" ARCHITECTS, INC. 5599 SAN FELIPE. SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ®POPWALARCH.COM i p THIS SHEET IS INCOMPLETE WTHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. v� CV N O c0 CA rn Cn •s • r- 0 k 0 V) CA tD C3) rn i Li J cn O co n 0 rn O O O R ,^ i. u0' o -RECEPTACLE --- - L--i. j +18" SWITCHED !� IN OFFICE #102 !I (TYPICAL FOR 4) WP GFI `WP GFI \ \ �1NP GFI �WP GFI PA-28 F ' —� ' PB-35 � 1 � PB-30 � �i I� (� PA-26 � { I�b PB-11 _�`� PB-13b PB-15 (fib r---- a PA-24 �f I [+ PB-17 PA-2PA PA-6? PA-41� I >01 (X- I _ :--_-- (I 1 L � -� .�:�_r'--+a •' Ilia Lr'._F ,� I ,-. \ I I� \I '_. -'?!.. / ' i !! i Lj-dF ' I •f II i I II I 'I 4i f I! I /� J I ; \ f - GFI ® �! j- - GFI_. — — ` PB-31 1 (� PA-36 _ { I r� F �% !C (-� F i C-41 {�� F -- - F - F-I ir—_ - _ . �� i' i f I �r D l,i M T)n'l-� MAG. LOCK- - \ 1 MAG. LOCK i - ' I t GFI ` I __ �� S_ - - -- PA-40i,11 �'H-27 I @ F PA-39 E- } PB-32 '� PD-20 �' i I ` I I I I PB-19 I \� PD-19 - I I 1 Q — GFI{ PD-10 '- a CARD READER I /r -� s 1 I T � IPD-18 GFI+38" PD 11 s 0 GFI CARD RER I j � � — A '_ PD-1 f- PD-9f f� sew I ! i ;GFI GFI i - PD-12 i ��.--� +38" !.GFI - _� !� = -__- I GFI GFI PD-8 ! I +38 � - --- � b � I - P - f - / 4 PA-29 �i \ i " �� \'+38"GFI L�A �� I D 17 -� GFI \ Foll s I': \ I _ L- - -� i 1 ' �L� 1� j GFI+38" I i `f- - PA-42 F I j y== - = ' GFI GFI +� y D �PA 37 1 i d �lll� ± i aG,.-�"PD-16 E- 38 PD-6 - FI i 11 I>'k 1 F i i GFI i �7PD 15f y PD-13 ! �, I � III r "��` GFI i 1 • PB-21T ' ! E- _� ! I_ } I <LI a i I PD-3 E' PD-5i y �PD-14 I` ---' t y, I -Q� - {� I d c I PB-29 �C pe PA-25 Ei PD 4 �y p[F !4'S7-.___J , y i F _�__�t1_}1^I 1 ! i (g� 3\ ��_i— I E SPA-35 PB-26 I TPA-18 I I\----` - -- _— II�AW�III - \ I �s PA-20 1 3 I PA-31 i I - PB-28 L A C 'C PB-27 PC-41 !jam- ;'�__ �( + =_.� I -' �= ------ --- ----- r ! I C !41 E' ! ;"� !�! ; f!---�zz_ -- _=yl� PA-33' Ik� !' 10 A T T 1 C--, L :J� �- �---� _ 11 f i I { �� t I M CiJ,�CARD_ FfEADE� I f( 11 Z I ® M r (, 1 PB-25 ! �_ �r------------ I i CARD REA 6 L� I T I i`-t ;-, i -- I I i Ll PA-34 --�� ' I� III i \ , , E ! I E-\�r, �\� `MAG. LOCK I Ate. y 1 { _ a_I i1 D TA AND TV SYSTEM OUTLET LOCATIONS7i �- = MAG L00 f �_ > I — I ARE APPROXIMATE AND SHALL B£ COO��IATED �I -- - .. _ � - - ----- - - _ -_ " - - --- ------ ---I NTH DEVELOPER PRIOR TO INSTALLATION. PROVW CIRCUITING TO CIRCUIT PC-42 FOR ALL FIRE/S3alOKE DAIPCRS ON THIS FLOOR. REFER TO MECHANICAL PLANS FOR LOCATIONS AND NU�l t. MAKE ALL FINAL CONNECTIONS REQUIRED BY DAMPER INSTALLATION. 01 f PLAN - LEVEL 2 0 �Aq/06 01/05/00 AW�i" rCS' MAL ATTESTS ONLY TO ARCHITECTS COORDINATION OF THIS COW LTON 'S W-W WTH THAT OF THE ARCHITECTS AND DOES NOT Al"LY THE Anf-: V S PRACTICE OF ENC ErRn OR THIS CONSULTANTS SPECIALTY. 0 -05-0" ISSUED FOR PERMIT & CONSTRUCTION IC-2'8-99 ISSUE FOR REVIEW AND PRICING UNIVERSITY OAKS BOULEVARD COLLEGE STATION. TEXAS A M WA LT E-4. R ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ©POPWALARCH.COM ti THIS SHEET IS INM.11"LETE Vti1TH00 INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 1/8"=1'-0" of •COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, IN' r- -- - -- 0- H H H K 11 F o _0 l 10 0! X0 0 , it L 0') Q 00 0 it, I v— N It L. : OM E Q c j TO PHOTOCELL (ON) LP-36�--- rn 0 A L--7- 0 B 0 ul ION B CL B"" B I-ABH411 H (o 0) TO PHOTOCELL (ON) LP-36 co 0) 0 ALL EXIT AND EMERGENCY LIGHT FIXTURES ON THIS FLOOR SHALL BE ON CIRCUIT LP-38. TO PHOTOCELL _(ON)_LP-36 H TO OVERRIDE., SWITCH LP-29 A - A A F F A EF'i A 1 it " ! fill' 7 3 OM 0 H A M F 31 N TO PHOTOCELL (ON) LP-36 A 0 A </ A F N' -j F A I A 1JIi/1< z z A A F A -71 A N JLP-311 OM / A )EF =N A TO PHOTOCELL (ON) LP-36 LIGHTING PLACE = LEVEL 1 06 WO/on 01/05/00 ARCHITECT'S SEAL ATTESTS MY TO ARCHITECT'S COORDINATION OF THIS CONSULTANT'S WORK WTH THAT OF THE ARCHITECT'S AND DOES NOT WLY THE ARCHITECT'S PRACTICE OF DOrEEIM OR THIS CONSULTANTS SPECIALTY. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION KAPPA DELTA SORoRITi HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS TR H TER I n r " I m v n m 0 T 1T fl 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E—MAIL:- OFFICE OPOPWALARCH.COM 8. "R" FIXTURES IN MECHANICAL ROOM SHALL HAVE WIRE GUARD. (HUBBELL #C132T-SW4-WG) 7. 3'x4' ACCESS PANELS - REFER TO ARCHITECTURAL DRAWINGS. 6. SWITCH TO "H" FIXTURES AT PORCH, LEVEL 1. 5. 4*x4' ACCESS PANELS - REFER TO ARCHITECTURAL DRAWINGS. 4, OUTLINE OF RESTROOM, LEVEL 2. 3. SWITCH TO "B" FIXTURES AT VESTIBULE #201, LEVEL 2. 2. SWITCH TO "B" FIXTURES AT BALCONY #231, LEVEL 2. 1. SWITCH TO "U" FIXTURES AT VESTIBULE #201, LEVEL 2. THIS SHEET IS INCOYFUTE WTHOUT INFORMATION STATED ON SHEET AO-1 PROJECT NO. 969 0 I DRAWIVC-i t.!OTES . I COPYRIGHT @ 1999 POPHAM WALTER ARCHITECTS, INC. ON PHOTO CELL WITH MANUAL LP-6 I OVERRIDE IN MECHANICAL ROOM #115, LEVEL 1 I— — — - -- -- - -- - -- -- -- - - - - --- -- -- — -- ---- — -- — — --- � �-- — — --- -- — -- - -- - - — -- -- - - - - - -- — -- -- --- --- -- -- --- — - - — / , I j ( � 1 1 1. �1 He___ HA._____- -- \� --- -- _ HST --- - He He ---- ---- -- H -- --- ----- II — ---- -- - - -- - - - - --- ----- --- __ - - -- -- - - -- -- --- - - - - - -- - T (' I i j' i i ! 1 I' �' --- I T Fv J II II " B N B l - ii i { / P i / P i / P I 1 _---------- _ / I P P I P \! P 1 �! I� i - - 1 \ i \ ( \ \ i F \I LP-10 1 li i J F 1 F 1 t F ► F 1 Ji P / 1 P r--�j I II r" I (- i 1 1 IC 1 1 C 1 I J I J J 1 J} r- , 1 I '- - \; \\ I j \ \ 1\ I 1 I; �� 1 1 1 1 J / 1 1 I 1 \ \ \ \ \ I J `I (� !� I I i� I / I I I LP-12 p1 --� - P1 -I' / 7 i -�, /P /-r��--�1�- IP _� f -! /P / - t_- /p / -"� I 4 �i '"")1 I� B C -;' ".' i, 1 J I� 1� I �f I(T; j 1� u 1 {_ II j �i V p! I fl I I fl 1 I l i i 1 "'•� i` u i I I, ;I P i I II ,! � I p LP-30 LP-32 Is tp LP-26 \\ Y M LP-28 - --' I 7 M LP-18 1 M - --GI' TO DOWNSTAIRS N 1 LP-20 M N 01 '(ON) LP-3SWITCHES---- 3 I _ I' -- k T .v I L_ M 0 I R I { \ I I 1 I t r 1 �•� 0 M J i LP-14 �-{ / ! I G G I I \_ I �E ra-C / '1 1 M EI ; (P \ 1 E LP -16 I 1 F ?-\ Its N I I I F 1 \ P \ I ( / I / I _ -_ -$ _ \\ 1 1 \ �, O ill L,- p \ ;� p�� ( F II 1 I \ �$ g / I dI \ I �Nl -� J I I 1 ®M d i I bf 0 M/ +-__-� -I 1' ► I / U 1 ! 1 1 / P 1 P} --- -� - t i I_ I - a I I 1 I / _ I ;! P 1 I - 1 II i='t�'� 1 I i I I - I ®' / I I II 1=�' ®��I i r �! -i-� 1 1 I/ �r Ij - 1 �,Y, - I -- I / �- i I N -- -- i — ------ I J== 1 ®;' / ( I rt—� B =__ 8\ i � I l OP i �� E/ N �-`�� ----------- I 1 O N-- E i i If 1` I ` ' E �� -'�II l l p t li �� 1 P ii P 1 E N ` E ��t I J-1r ' I \s�•'-'.` i F _\ ®! Pa I f� �,( Q/ 11 I ' g I ®i \I i \ F 1 I 1 CL I I i� �� P / } ` P 1i T r�-7 V p I I ri Q I l�� Vi i I 1p }/ a�'1 P ®f �_ LP l i p F / f P 1 P / I I 1 �f-'/-� ! q I k L \ p I I � / ® `�` F 1 IA.�s� S� I 1 �, ; ,,,►1 A !� 1 \ t ! t { }----------- '-----� a / r �r 1 - 1 i I�� I i P V P \ I_ vvl1!�F L � IF�(� �--I� M0 ` I P ! �/''�} -�,I �� 1 I _ �q �'`� 1 I� ��' 9M Ei-i�=�' 1 /"� TIR ILL- _ p -- / 1 � p �� IR / 1 I / \ (dJ / I 0 1 p iJ I F- i /`FX �` I - -� N 1� P ,I�. I I I�; p N P P ' - L __—I �= 1 I , — --- --- — -- -- -- --- _ — _• I I J _ 1 E, p _ I E -�(ON� LP-13 15�� ,• .I t P / I�_ I I I ! 1 - � � P V IJ - k - -- - _ J r� li If 1 Ef3 i/ ; I I I p 4 I_ I i-- - F 1 / P I _ J - 6. v t( \ ti M --�- / pfl a it 1( �- III , p _ _l Ch I �_ � P ' I i P I � p I " -1-1_ � � ! +- I I , f i iI IT i I I t- - v T �� _ u - i } L ' !I }pS� i TO D_0-WNSTAIRS TO ATTIC T STAIRWAY LIGHTS- STAIRWAY LIGHT T _ T T rn - - - _ _ _ \\ (ON PHOTO CELL) 01/05/00 ARCHITECT'S SEAL ATTESTS ONLY TO ARCHITECTS COORDINATION OF THIS CONSULTANT'S WORK PATH THAT OF THE ARCHITECTS AND DOES NOT IMPLY THE ARCHITECT'S PRACTICE OF DIDNEERINO OR THIS CONSULTANT'S SPECIALTY. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KA"A DELTA SORORITY vo iL MUS UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS PPP A M WATUP.K rK`h ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE 0 POPWALARCH.COM La.. 00 N � O N - O - s E 1. EF-1,2 TO BE CONTROLLED BY INFRARED MOTION -DETECTOR 00 ALL EXIT AND EMERGENCY LIGHT FIXTURES ON THIS FLOOR SWITCHES LOCATED IN BATHROOMS, AT EACH DOOR. REFER TO MECHANICAL DRAWINGS. SHALL BE ON CIRCUIT LP-40. THIS SHEET IS INCOMPLETE WTHOUT INFOKIATION STATED ON SHEET AO-1 Qo 1 �- - . - - - _ O PROJECT NO. 969 COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. i LICE TIN G PLAN - LEVEL 2 0 • r H:• • O L_ O cn 0 N a 0- � Y O 0) It i� O I G I PC-1 PC-7 i I Lr-- F/C-1 im_� " II I I — F/C-4 - !I —--------� — �� — IL------6-J R R ----* R R R -- — --I IF/C-,3D Li "" I L— — — \,PC-5 --- f_ PC 34 PC—"36 R (PC 5 I I I ? � 2 I �I I \ RI I j P 32 IL ��' ( r- ---ROOF 2 �� I Ij -• - 1 PC-3 -- ` I f) d Ni ROOFL �' ! ' I ! I i ROOF .� PC-9 LL Lr' J r n LJ rJ LL 5 1 Il R R it 1' it i I L! I �' �;i R P-41 I---------- j r�I I li a l —2 UI �- 3 TO DOWNSTAIRS STAIRWAY LIGHTS 02/o/ob 01 /05/00 ARCHITECT'S SEAL ATTESTS ONLY TO ARCHTECTS COORDINATION OF NHS CONSULTANTS IMJR!( PATH THAT OF THE ARCHITECTS AND DOES NOT IMPLY THE ARCHTECTS PRACTICE OF ENIC OR THS CONSULTANTS SPECIALTY. 1O-ZS-99 15SUE FOR REVIEW AND PRICING KAPPA DELTA SOT1x3%f HOUSE, UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS i I 13-MAN ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE O POPWALARCH.COM O EF-1,2 TO BE CONTROLLED BY INFRARED MOTION --DETECTOR SWITCHES LOCATED IN BATHROOMS NEAR DOORS. O COORDINATE LOCATION OF LIGHT FIXTURES WITH MECHANICAL THIS SHEET IS INCOMR.ETE WITHOUT INFORMATION STATED ON SHEET AO-1 EQUIPMENT. PROJECT NO. 969 LfGI'fG Aft® POWER PLC - �'�'iC 1�$"=�'-o~ 0 �i � f i" 1G ' OTES COPYRIGHT C� 1999 POPHAM WALTER ARCHITECTS, INC. 0 PAV!:L LP 120/208 V - 3 PHASE - 4 WIRE 200 AMP MAINS WITH 200 AMP MLO AND SOLID NEUTRAL SUTFACE MOUNTING LOAD CB WARE WIRE CB LOAD LIGHTING 20/1 #10 1 1112 #10 20/1 LIGHTING LIGHTING 20/1 #iO 3 111 4 #10 20/1 LIGHTING LIGHTING 20/1 #10 5 6 #10 20/1 LIGHTING LIGHTING 20/1 #10 7 8 #10 20/1 LIGHTING LIGHTING 20/1 #10 9 10 #10 2D/1 LIGHTING LIGHTING 20/1 #10 11 12 #10 20/1 LIGHTING LIGHTING 20/1 #10 13 14 #t0 20/1 LIGHTING LIGHTING 20/1 #,0 15 1115 #10 20/1 LIGHTING LIGHTING 20/1 VO 17 11111 11110 20/1 LIGHTING LIGHTING 20/1 010 19 120 #10 20/1 LIGHTING LIGHTING 20/1 #10 21 1 172 #10 20/1 LIGHTING LIGHTING 20/1 #10 23 1 IN #10 20/1 LIGHTING LIGHTING 20/1 #10 125 26 #10 20/1 LIGHTING LIGHTING 20/1 #10 127 128 i10 20/1 LIGHTING LIGHTING 20/1 #10 129 130 #10 20/1 LIGHTING LIGHTING 20/1 #10 31 1132 #10 20/1 LIGHTING UGHTNG 20/1 #10 33 1134 #10 20/i LIGHTING LIGHTING 20/1 #10 35 11136 #10 20/1 LIGHTING SPARE 20/1 37 38 #10 20/1 E)OT/EMERG LIGHTS SPARE 20/1 - 39 40 #10 20/1 EXIT/EMERG LIGHTS SPARE 20/i - 4i 11142 - 20/1- SPARE PAVISL PC 120/208 V - 3 PHASE - 4 WIRE 200 AMP MAINS WITH 200 AMP MLO AND SOLD NEUTRAL SURFACE MOUNTING LOAD CB WIRE WARE CS LOAD F/C-i 20/1 #10 11 1 12 #10 30/2 DRYER F/C-2 20/1 #IO 3 4 F/C-3 20/1 #10 5 6 #10 20/2 DRYER F/C-5 20/1 20/1 1110 7r., 9 1 8 10 1 #10 30/2 DRYER SPARE 20/1 - 11 12 SPARE 20/1 - 13 14 #10 40/1 WASHER F/C-8 30/1 #10 15 16 #10 20/1 WASHER F/C-9 20/1 #10 17 18 11110 20/1 WASHER SPARE 20/1 - 119 20 #10 20/1 RECEPTACLES F/C-11 20/1 #10 121 1 22 #10 20/i RECEPTACLES SPARE 20/i - 23 24 #10 20/1 RECEPTACLES F/C-13 30/1 1110 25 1,26 #10 :top TTB MOTORIZED DAMPER 20/1 #10 27 ''28 #10 20/1 TTB F/C-6 30/2 10 29 30 #10 20/1 RECEPTACLES 31 32 #10 20/1 EF-1 F/C-7 60/2 6 33 34 #10 20/1 EF-2 35 36 #iO 20/i EF-3 TE WATER HEAR'CIRC:�"P11MPS _ 20/1 - #10 37 38 #10 20/1 FIRE SPRINKLER MAGNETIC LOCKS 20/1 #10 39 40 #10 20/1 SF-1 MAGNETIC LOCKS 20/1 #10 41 42 #10 20/1 FIRE -SMOKE DAMPERS PAK"AM PA 120/208 V - 3 PHASE - 4 WiRE 200 AMP MAINS WITH 200 AMP MLO AND SOLID NEUTRAL SURFACE MOUNTING LOAD CB WiRE WIRE CB LOAD RECEPTACLES 20/1 #10 1 1112 #10 20/1 CRT RECEPTACLES RECEPTACLES 20/1 #10 3 1114 1110 20/1 CRT RECEPTACLES RECEPTACLES 20/1 #10 5 Ile #10 20/1 CRT RECEPTACLES RECEPTACLES 20/i #10 7 Ila #10 20/1 RECEPTACLES RECEPTACLES 20/1 #10 9 1110 #10 20/1 RECEPTACLES RECEPTACLES 20/1 #10 11 1112 #io 20/1 RECEPTACLES RECEPTACLES 20/1 i10 13 1114 #10 20/1 RECEPTACLES RECEPTACLES 20/1 i10 15 11 18 #10 20/1 RECEPTACLES RECEPTACLES 20/1 #10 17 18 #10 20/1 RECEPTACLES RECEPTACLES 20/1 #10 19 20 #10 20/1 RECEPTACLES RECEPTACLES 20/1 /10 21 22 #10 20/1 RECEPTACLES RECEPTACLES 20/1 1110 123 11,24 #,0 20/1 RECEPTACLES CRT RECEPTACLES 20p #10 25 1126 #10 20/1 RECEPTACLES CRT RECEPTACLES 20P #10 27 1128 1 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 29 1 30 #,0 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 31 1 32 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 1110 33 1 34 138 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 35 1 38 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 37 #10 20/, RECEPTACLES CRT RECEPTACLES 20/1 i10 39#10 26/i RECEPTACLES CRT RECEPTACLES 20/1 #10 41i10 20/1 RECEPTACLES PAV'7111. AC 120/208 V - 3 PHASE - 4 WARE 400 AMP MAINS WITH 400 AMP MLO AND SOLID NEUTRAL SURFACE MOUNTING �_.. __ _ LOAD `�`" ca WiRE WIRE CB LOAD ACCU-1 35/3 #8 1 11 12_ #8 35/3 ACCU-8 3 4 5 6 ACCU-2 35/3 #8 7_1 8 #8 35/3 ACCU-9 9 1 10 11 1 12 ACLU-3 35/3 #8 13 1 14 #8 35/3 ACCU-11 15 1 16 17 1118 ACCU-4 35/3 f8 19 11 20 #8 35/3 ACCU-12 21 22 23 11124 ACCU-5 35/3 #8 25 11 26 #8 1 35/3 ACCU-13 27 28 29 30 ACCU-6 15/2 i12 31 32 #12 15/2 ACCU-10 33 ACCLI-7 15/2 #12 35 36 #,0 30/2 F/C-10 37 38 SPACE - 39 40 #8 60/2 F/C-12 SPACE - - 41 42 ROOF PANEL P 120/208 V - 3 PHASE - 4 WIRE 200 AMP MAINS WITH 200 AMP MLO AND SOLID NEUTRAL SURFACE MOUNTING LOAD CB WIRE WIRE CS LOAD RECEPTACLES 20/1 #10 1 1112 #10 20/i RECEPTACLES RECEPTACLES 20/1 #10 3 1114 4110 20/1 RECEPTACLES RECEPTACLES 20/1 #10 5 Ila #10 20/i RECEPTACLES RECEPTACLES 20/1 j10 7 He #10 20/1 RECEPTACLES FACP 20/1 #10 9 1110 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 it 1112 010 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 13 1114 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 15 18 1 #,o 20/1 RECEPTACLES CRT RECEPTACLES 20/1 1110 17 1118 1 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 19 1120 1 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 21 1122 1 #10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 23 1124 1 i10 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 25 1126 1 010 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #1O 27F42- 20/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 2920/1 RECEPTACLES CRT RECEPTACLES 20/i #10 3120/1 RECEPTACLES CRT RECEPTACLES 20/1 #10 3320/1 RECEPTACLES RECEPTACLES 20/i #10 35 20/i MAGNETIC DOOR LATCHES SPARE 20/1 - 3720/1 SPARE SPARE 20/1 - 3920/1 SPARE E�d SPA 2p/1 4120/1 SPARE PAME- L PD 120/208 V - 3 PHASE - 4 WiRE 200AMP MANS WITH 200 AMP MLO AND SOLID NEUTRAL SURFACE MOUNTING LOAD CB WIRE WIRE CB LOAD RECEPTACLES (BATH LEVEL 2) 25/1 #10 1 1112 #10 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 3 1114 110 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 VO 5 1118 #iO 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/i #10 7 6 #10 25/i RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 9 10 #10 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 11 12 #10 25/i RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 13 14 #10 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 15 1,18 #10 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 17 1118 #10 25/1 RECEPTACLES (BATH LEVEL 2) RECEPTACLES (BATH LEVEL 2) 25/1 #10 19 1 20 #10 25/1 RECEPTACLES (BATH LEVEL 2) SPARE 20/1 21 1 22 - 20/1 SPARE SPARE 20/1 - 23 1 24 - 20/1 SPARE SPARE 20/1 - 25 26 - 20/1 SPARE SPARE 20/i - 27 28 - 20/1 SPARE SPARE 20/1 - 29 so - 20/1 SPARE SPARE 20/1 31 32 - 20/1 SPARE SPARE 20/1 - 33 34 - 20/1 SPARE SPARE 20/1 35 36 - 20/1 SPARE SPARE 20/1 - 37 38 - 20/1 SPARE SPARE 20/1 - 39 40 - 20. SPARE 1 ARE 20/1 - 41 42 - 20/1 SPARE M . v SECOND DIRE I"� SYN"BOLS MASTEROPANEL SVSO ►L CENTRAL SYSTEM SMOKE DETECTOR cO D S H REMOTE CITY ANNUNCIATOR BOX H� CENTRAL SYSTEM HEAT DETECTOR 0 MANUAL PULL STATION - MOUNTED. 42" TO 48" AFF � rF AUDIBLE/VISUAL ALARM DEVICE O I A �W WATER FLOW SWITCH - FIRE SPRINKLER r FIRST OA ANSUL SYSTEM IN KITCHEN a , • I D� A/C SYSTEM DUCT DETECTOR PROVIDE DUCT DETECTORS IN SUPPLY AND RETURN DUCTS -� ON ALL SYSTEMS HANDLING 2000 CFM AND GREATER — — — — — L L.�II ISI �IIC� i hI E - O NO SCALE MIRE ALAR11.11 SYSTE1';!Ri ACTIVATION S UPON, ACTIVATION BY ANY CENTRAL SYSTEM SMOKE DETECTOR, HEAT DETECTOR, KITCHEN ANSUL SYSTEM, c MANUAL PULL STATION OR FIRE SPRINKLER SYSTEM ALARM DEVICE, ALL AUDIBLE/VISUAL ALARMS SHALL I- BE ACTIVATED BY AUTOMATIC DIALING OF FIRE' ALARM ACTIVATION TO MONITORING AGENCY SHALL BE O PROVIDED UPON SYSTEM ACTIVATION. o ELEVATOR SHALL BE RECALLED TO FIRST FLOOR. FUTURE INSTALLATION AND CONNECTION. {' UPON ACTIVATION OF SYSTEM ALL ELECTRONIC LOCKS SHALL BE DEACTIVATED TO FAIL OPEN POSITION. 0 THE FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENCED FIRE ALARM CONTRACTOR. SYSTEM PROVIDED SHALL MEET THE REQUIREMENTS OF LOCAL CODES AND REQUIREMENTS AND MUST aBE APPROVED BY THE LOCAL FIRE MARSHALL. 0 Y ' Y r` - 4 1 GIB L 0 T E S ELECTRICAL SYMBOLS SYMBOL DESCRIPTION A. SUPPORT ALL REFRIGERATOR PIPING CONDENSATE LINES, SYMBOL DESCRIPTION EXPOSED CONDUIT, ETC. (INTERIOR AND EXTERIOR) A FIXTURE LETTER DENOTES TYPE FLUORESCENT, WP WEATHERPROOF WITH UNISTRUT BRACKETS. GFI GROUND FAULT INTERRUPTER B. ALL ROUTING OF WIRING, DUCTWORK, CONDUIT, PIPING, INCANDESCENT, HID OR QUARTZ FIXTURE .CIRCUIT ETC., SHALL BE RUN. PARALLEL AND PERPENDICULAR TO B LETTER DENOTES TYPE . AFF ABOVE FINISHED FLOOR STRUCTURE. PROVIDE PROPER. CLEARANCES REQUIRED EXIT SIGN, DIRECTIONAL ARROWS AS INDICATED TO ACCESS AND MAINTAIN EQUIPMENT. ® x LETTER DENOTES TYPE BFG BELOW FINISHED GRADE EMERGENCY LIGHT -- SELF CHARGING TYPE WITH NUMBER OF FBO FURNISHED BY OTHERS LJ Y HEADS AS INDICATED, LETTER DENOTES TYPE EDF ELECTRIC DRINKING FOUNTAIN SINGLE POLE WALL SWITCH C/O CONDUIT ONLY 3� 4 THREE OR FOUR WAY WALL SWITCH GND GROUND M MANUAL MOTOR STARTER WITH THERMAL OVERLOADS MOTOR, HP AS NOTED D ER, SIZE AS NOTED MANUAL DIMMER, QJ DISCONNECT SWITCH, SIZE AS "NOTED PL SWITCH WITH PILOT LIGHT > TELEPHONE DUPLEX RECEPTACLE 2P-3W-G, DEVICE AND COVER PLATE QUAD TELEPHONE QUADRAPLEX RECEPTACLE, 2P-3W-G WITH 2- GANG BOX AND COVERPLATE =E) TV DUPLEX TELEVISION OUTLET ® FLOOR OUTLET In CAN OUTLET HOMERUN TO PANELBOARD, SUBSCRIPT DENOTES PANELBOARD ® TELEPHONE / DATA OUTLET IN FLOOR BOX AA-1/3 AND CIRCUITS EMPTY TELEPHONE CONDUIT WITH PULLING LINE FOR Q DATA OUTLET —T— TELEPHONE SYSTEM WIRING, 3/4" UNLESS NOTED OTHERWISE P PAY TELEPHONE OUTLET, 48" AFF TELEPI OIL E/CS ► T OUTLET DETAIL SCHEDULE OF LIGH I FI TUR 02 Woo MARK DESCRIPTION ��F,RED ARC A RECESSED MOUNTED 1 x 4 FLUORESCENT FIXTURE WITH PARABOLIC LENS 2-T8-4100K LAMPS. METALUX 2P3FAVX24OA-EB. ° —TELEPHONE/OATA B RECESSED INCANDESCENT DOWNLIGHT WITH CLEAR SPECULAR REFLECTOR TELEPHONE/DATA AND 1-60 WATT LAMP. HALO H60OT-1603C. J'J, 6726 Q� TELEPHONE/DATA C CHANDELIER TO BE PROVIDED BY DEVELOPER, INSTALLED BY CONTACTOR, qTF WITH 480 WATT (MAX) INCANDESCENT LAMPS. OF TELEPHONE/DATA D SURFACE MOUNTED INCANDESCENT FIXTURE PROVIDED BY DEVELOPER, 01/05/00 INSTALLED BY CONTRACTOR. ARCHITECTS SEAL ATTESTS ONLY TO ARMIECT'S CMNAnON OF THIS EXCEPTCONSULTANTS ALL ROOMS STUDY ROOM 1 O6 E DECORATIVE WALL SCONCE TO BE PROVIDED BY DEVELOPER, INSTALLED BY Wow wTH THAT OF THE ARCHITECTS AND DOES N OT NAPLY THE ARCHITECTS PRACTICE OF L MffR'4G OR THIS CONSULTANTS SPEOALTY. STUDY ROOM CONTRACTOR, WITH 1-60 WATT LAMP. PAPOEL KP 120/208 V - 3 PHASE - 4 WIRE WITH SHUNT TRIP MAN BREAKER INTERLOCKED WITH 100 AMP MAINS WITH 100 AMP MCB AND SOLID NEUTRAL ANSUL SYSTEM CONTROL WIRING AND CONDUIT BY RECESSED MOUNTING ELECTRICAL CONTRACTOR LOAD CB WIRE I WRE CB LOAD KITCHEN RECEPTACLES 20/1 #10 11 112 #10 20/1 HOOD FIRE SYSTEM FRYER 20/1 010 13 114 1110 20/1 KITCHEN RECEPTACLES OVEN 20/1 #10 5 116 #10 20/i KITCHEN RECEPTACLES HOOD LIGHTS 20/1 #10 7 118 #10 20/1 KITCHEN RECEPTACLES REFRIGERATOR 20/'1 #10 9 110 1 #iO 20/1 KITCHEN RECEPTACLES FREEZER 20/1 #10 it 112 #10 20/2 HOT FOOD WELLS ICE MACHINE 20/1 #10 13 114 KITCHEN RECEPTACLES 20/i #10 15 116 #10 20/2 COLD FOOD WELLS SPARE 20/1 17 Ile SPARE 20/1 19 20 #a 45/2 DISHWASHER SPARE 20/1 21 22 SPARE 20/1 123 124 1 20/1 1 SPARE PAU" ri.2-OL VD- P 0 120/208 V - 3 PHASE J 4 WIRE 800 AMP MAINS WITH 800 AMP MLO AND FULL LENGTH GROUND BUS MOUNTING - FLOOR/WALL •_.., NEMA 3R ENCLOSURE WITH LOCKING COVER CKT. SERVES DEVICE FRAME TRIP POLES FEEDER TYPE AMPS AMPS MDP-1 PANEL LP CB 200 200 3 4- #3/0 AND GROUND 2-1/2- CONDUIT MDP-2 PANEL PA CB 200 200 3 4- #3/O AND GROUND 2-1/2" CONDUIT MDP-3 PANEL PB CB 200 200 3 4- #3/0 AND GROUND 2-1/2- CONDUIT MDP-4 PANEL PC CB 200 200 3 4- #3/0 AND GROUND MDP-5 PANEL AC CB s 400 300 3 4- #350 KCMIL AND GROUND % 1 Q �_ .•, 3-1 /2" CONDUIT MDP-6 PANEL KP CB 100 100 3 4- 12 AND GROUND ' 1-1/2" CONDUIT MDP-7 PANEL PD CB 200 200 3 4- #3/0 AND GROUND 2-1/2- CONDUIT MDP-8 I SPACE CB 100 _ ROOF F 42" CEILING FAN WITH 5 YEAR WARRANTY. FASCO 4181D. PROVIDE 9040A6 LIGHT KIT WIT 4-60 WATT LAMPS IN HOUSE MOTHER ROOM ONLY. COLOR -WHITE. G RECESSED SHOWER LIGHT FOR WET LOCATIONS WITH 1-60 WATT 1 VALUE ENGINEERING 12-23-99 LAMP. HALO H7RT-71P. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION H RECESSED HID DOWNLIGHT FOR DAMP LOCATIONS WITH LENS AND 10-28-99 ISSUE FOR REVIEW AND PRICING 1-100 WATT MH LAMP. HALO H50OLVT-1705BA-12OV-DL J WALL MOUNTED EXTERIOR LIGHT FIXTURE WITH 1-60 WATT LAMP, SAVANT 7160-1. KA"A DELTA K WALL MOUNTED COACH LIGHT FIXTURE WITH 3-60 WATT LAMPS, SAVANT 7332-2. SORORM L SURFACE MOUNTED 1 x 1 FLUORESCENT FIXTURE WITH HOUSE 2-22/32 LAMPS. AMERICAN FLUORESCENT CORP. HC2054. M EXIT LIGHT WITH BATTERY PACK AND UNIVERSAL MOUNTING PACKAGE. UflVERSiTY OAKS BOULEVARD PROVIDE NUMBER OF FACES REQUIRED BY MOUNTING LOCATION. SURE-LITE UN-I-SRW-120V. COLLEGE STATION. TEXAS N EMERGENCY LIGHT WITH BATTERY PACK AND TWO HEADS. SURE-LITE CU-1-120V, P SURFACE MOUNTED 1 x 4 FLUORESCENT FIXTURE WITH 2-T8-4100K LAMPS. HUBBELL SSC2AO2T1E. Q SURFACE MOUNTED 2 x 4 FLUORESCENT FIXTURE WITH 2-T8-4100K LAMPS. HUBBELL SSD2CA02T1E. R SURFACE MOUNTED 4' STRIP FLUORESCENT FIXTURE WITH 1-T8-4100K LAMP. HUBBELL C132T. S PORCELIN BASE FIXTURE WITH 100 WATT LAMP AND PULL CHAIN. PAND S44. T WALL PACK EXTERIOR LIGHT FIXTURE WITH 175 WATT METAL HALIDE LAMP. HUBBELL PVL-0175H-118-12OV. U RECESSED INCANDESCENT WALL WASHER WITH CLEAR SPECULAR REFLECTOR AND 1-60 WATT LAMP. HALO H771CT-303P. Popfri`AM WALTER V RECESSED HALOGEN CABINET LIGHT PROVIDED AND INSTALLED BY CASEWORK SUPPLIER. FINAL CONNECTION BY ELECTRICAL CONTRACTOR. A R C H I T E C T S, I N C. SPECIAL NOT ALL RECESSED LIGHTING FIXTURES IN RATED CEILING ASSEMBLIES SHALL BE U.L. RATED 5599 SAN FELIPE, SUITE 500 FOR THE ASSEMBLY IN WHICH THEY ARE INSTALLED, OR THEY SHALL BE PROTECTED HOUSTON, TEXAS 77056 WITH GYPSUM BOARD SURROUNDS. TELEPHONE 713.850.8575 ALL BALLASTS SHALL BE RATED FOR ENCLOSED SPACES. FACSIMILE 713.850.8242 ,. �: ,.._.._ f r-,, -.. --- - - ... r �_ ..,.�- �•-' --, u-- , E-MAIL: OFFICE OPOPWALARCH.COM ROOF METALUX IS ACCEPTABLE FOR ALL HUBBEL FLUORESCENT FIXTURES. ALL FLUORESCEN'► FIXTURES SHALL HAVE PAINTED STEEL HOUSINGS -EXCEPT FOR SECOND FLOOR TOILET ` ROOMS, WHICH SHALL HAVE PAINTED ALUMINUM HOUSINGS,.-,,--- XFMR FOR '�, ROOF ✓' : �, `� �__ _ �^.._ 1� .. _�' rn �.- 120/208V, 30, 4W SERVICE FROM LOCAL y p �t ELECTRICAL LOW ANALYSIS POWER COMPANY. ;- TELEPHONE TELEVISION 0 KAPPA DELTA SORORITY HOUSESECOND OUTLET (TYPICAL) OUTLET (TYPICAL) SERVICE: 120/208 VOLT - 3 PHASE - 4 WIRE C.T. 4 SECOND SECOND . WATTS COMPARTMENT `' LOAD METER' P I PC C P P® f= O FULL LENGTH V) XFMR GROUND BUS MD -1 MDP-2 MDP-3 MDP-4 MDP-S MDP-6 MDP-7 FIRST WALL LINED WITH 3/4" THICK PLYWOOD .ti f CABLING TO CABLINT TO LIGHT{NG: 38400 x 125% 48000 FOR TELEPHONE SERVICE. REFER TO TTB - 1 STORY CATV EQUIP. - \ PLANS FOR LOCATION. 1 STORY RECEPTACLES/MISC. 10 64500 WASHERS QT << DRYERS 15000 FIRST TYPICAL FOR FIRST KITCHEN EQUIPMENT 16000 COMPUTER AND ELEVATOR 4200w 00 L� r,l UNDERGROUND, 2-3" EMPTY CONDUITS WITH PULL > DATA OUTLETS. � .: ,.. �- ,,,,. mod. ,,_-,.,�,--._•,,, _-_..,,�.-.w---,.--��.,•" -�,- .,. �, ?`A/C SYSTEMS - GAS HEAT ELECTRIC HEAT , �. .4 00 00 30000 _ WIRE FOR TELEPHONE AND CABLE TV SERVICE. STUB AND CAP AT BOTH ENDS. COORDINATE .TERMINATION POINT WITH # ~� {` A/C SYSTEMS - N - t, LOCAL TELEPHONE AND CABLE COMPANY. PROVIDE PHONE i CABLING TO CABLING TO �. 25% LARGEST LOAD 4000 .. O r (3) 4" CONDUITS EACH WITH SYSTEM GROUND ROD AS REQUIRED BY LOCAL TELEPHONE COMPANY. TTB CATV EQUIPMENT "�`- .� SERVICE TOTAL LOAD 243900 If-4- 300 KCMIL THWN AND GRND. - GROUND PER N.E.C. f -•V�. r _1� _ �,_ , ~- . � I ISEI ®1 I'v �• TELEPHODZE/C t LE TV SERVICE RISER I GRAM t � ,, Iq � T L l l i0V.E ; � '�" �. ,,, � . I [L1��'L10 � ; MISERS , _ _ SERVICE TOTAL AMPS AT 120 208 VOLT 3 PHASE 4 WIRE r / � p � 677 AM S � THIS SHEET IS iNCOI�I°I.ETE WITHOUT INFGftAIATtON STATED ON SHEET AO-1 _� �,, �.ECT IC L -�G A1(1 C(`AI >- ,NO SCALE . A ..�� L ,� �� . �._ ��_ �-�-- .� �,_� . � �%. -t - PROJECT NO. 969 NO SCALE NOT TO SCALE 01 �- I L ELECTRICAL i?ET ILS SCHEDULES ULES I` MISERS COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. _ I I (I PROVIDE VALVED I BY-PASS 3" FFD TP 41co �, j CO I` I 6" FIRE SPRINKLER WATER ENTRY I I WF-1 �! 2" DOMESTIC �i I 2 WATER ENTRY. ! it J PROVIDE VALVE IN RISER. -j ,--- 1 /2• -- 2" - � I� J i _ y GAS METER. REFER �V1 r-- N-- - !---- !_ � �3 - SK 1. _ �' TO RISER " 3» I _ BT-1 SS I FD-TP 2" GAS UP T ! ►� j I 3/4- -N - ��- 3 4 3 4 IWCol 2 VT UP + 3" ;/ / 3 4- I _} 1-1/2" GAS DROP TO COOKLINE -„ I DROP IN �-'�� " 3/4-- WALL 1 I I -- - -- i ^ �i DROP IN 4 I L � -- - - WALL - ' `-- --- ---- -- --- 3 I r— - --� - -� 3 --_ -_ 3 4 --- 1? _ - I 1 `if Dt - I I II I W � lt ! _1 !� ; �LAJRR�, ! LAV-1 AV-1 ;' 3 4• {' II A V � I � REFER TO DWG. -_ - - I � }? FS-1 FOR PLUMBING �� , 1 I ,I�� I I I rn I I IN THIS AREA „ I I i ' - - ,'t �_DRDP�N - N if I ,4_- ----- --- - 4" j lo.L3- FFD-TP I WALL I N 4" I 00 [_J i �I �1 I DROP IN WAIL CO I �' ; I 4» -� - I 1 /2" GAS FROM ABOVEc TO GAS LOGLIGHTER. PROVIDE ACCESSIBLE VALVE r- a �' � TK E O KITCHEN I `r � ! I I I I G-- I REFER TO GAS RISER ,--, 71-11 I DIAGRAM FOR BRANCH i - c 500 GALLON I 4 3' —-G 0- — —� 2" O GAS SIZES IN THIS AREA GREASE TRAP O - —'T-1/4" T=1-'i= F 2" G 2 C - - -- 1 IL,'E i D. 117E r ��. J � SS +1-�: 2' � � � j � i 2" U CO 4" I�SK-1 I L — — — — — — 3/4" I �_ /HAl L it `b 4 r I E , • O I ' �WC-IFD-TP/ I iv L_ FFD JTP Z F/C-12 Gm-2- j I --- ----� GWH- I `' \ O p o ,;r ��j Ii uF ! j I REFER TO GAS RISER DIAGRAM FOR BRANCH GAS SIZES IN THIS AREA c.� o 2 WAY CO i i -DROP IN j WALL i PLUMBIVIG PLAID - LEVEL 1 0 D ARCh 0. W4/ J'J9 6726 T�- OF 01/05/00 ARCHITECTS SEAL. ATTESTS ONLY TO ARCATECTS CO"ATION OF THIS CONSULTANT'S WOW 'MTH THAT OF THE ARCHITECTS AND DOES NOT WKY THE ARCHITECTS PRACTICE OF ENGINEERING OR THIS CONSULTANT'S SPECIALTY, 1 VALUE ENGINEERING 12-23-99 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KA"A DELTA solnf�% gr gr ®USE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS 141amp, L aw ARCHITECTS, INC. 5599 SAN FELIPE. SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE @ POPWALARCH.COM �s 1. COORDINATE LOCATION OF WF-1 IN THE FIELD, WITH `THE THIS SHEET IS INCOk+PUTE WTHOUT INFORMATION STATED ON SHEET AO-1 DEVELOPER. PROJECT NO. 969 t! I t,! - COPYRIGHT © 1999 POPHAM WALTER ARCHITECTS, INC. 0 i N CL rn co rn NO •O L O 0 N 0) co rn cr) u- 00 J Lo ro Lo - 0 0. 0 - n -- --- -- -- --- ---- ----- ---- --- I 'r , 1 ifli II I I 2" VT. UP -+ �` "SS el i 3" FDF AI �1 II Ll 2" GAS UP-�-�- J----- -- ------ �4 �.-_--------, 1 j Ijh�� Ii 3" VT. UP 3" FD 1 13 SH-1 WC- I WC- LAV-1 I I{ SH-1 1 ��. 1 -a-, I WC-1 I i LAV �- -- 4" VT. UP !.. ----= i �T- I BT-1 � i � �'' y�� ,' " i � WC-1 -_ 4 VT. UP J i LAV-1 � �- - ------ I k r LAV-1 �J i T, 7 1 /2" GAS FROM 1 :5� _ F i if I; —_ 1 8 I ABOVE/ TO > LAV-1 t� I I i� j !I i BELOW (« M WC-1 WC-1 j I < t 1 i! ! i� i BT-1 I j 7 LAV-1 WC-1 I q �� 4 I_� �. 1 I SH f WC-1 ; NC-2 II, SH-1 13" f --- If A- SH-1 I SI �,1JLJ • I �I I�_=—i� � �� (1 /'�1 Ijj it ��- � i I� t I �I III' TO tTIC I f I I I FL— 1 r I----------- ------- -- ---------- -- ------- " I i i~ �i llj I �i � L Ili I D PJ ; VT. UP _ k672rbo OF 01/05/00 ARCHITECT'S SEAL. ATTESTS ONLY TO ARCHITECTS COORD14AnOJ OF THIS CONSULTANT'S MURK WITH THAT OF THE ARCHITECTS AND DOES NOT NIPLY THE ARCATECTS PRACTICE OF ENGINEERING OR THIS CONSULTANT'S SPECIALTY. 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA SORORITY JtiOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POP Irl A M WA ARCHITECTS, INC. 5599.SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE ®POPWALARCH.COM ti THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON S" '-ET A -' PROJECT U. 969 COPYRIGHT Q 1999 POPHAM WALTER ARCHr- PLI� "M PL L. L. - ��8»=1'-0„ 01 00 O • 0 L. 0 cn u- a0 r- Lo In ON H to O IL i I i If 1 I l I i 1 92 CFH of 2" VTR T � 71_177 I 2' " GAS UP 4 FROM BELOW - -'1 ---- ----� — -- fi G=-----I� G 3 G 3" VTR' 1" 92 CFH I. u L 1 A II � V I IC i i I, 4" VTR } -_ - X" I � li' U E � i N ii � II I. I I LIP j� i --- j' -- --------- ---- i -_.——�-----" - ' i I I� p —�J _G 1 /2" GAS DOWN TO BELOW TO FIREPLACE 0 I 'i f ji ;II �I ------------- ------------ -----j, ()2/2g/oo 01 /05/00 ARMTECT'S SEAL ATTESTS ONLY TO ARCHITECT'S COORDINATION OF THIS aMTANT'S WDRK NTH THAT OF THE ARMCTS AND DOES NOT NPLY THE ARCtfiTECYS PRACTICE OF DON93W OR 14S CONSULTANT'S SPECIALTY. 1 VALUE ENGINEERING 12-23-99 01-05-00 ISSUED FOR PERMIT & CONSTRUCTION 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA S�RORITY HOUSE UNIVERSITY OAKS B0l1LEVARD COLLEGE STATION, TEXAS r.OPHAM WALTE ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 E-MAIL: OFFICE @ POPWALARCH.COM el THIS SHEET iS INCWLETE VATHOUT INFORMATION STATED ON SHEET An-` P ROJECT N0. 969 COPYRIGHT -© 1999 POPHAM WALTER ARC►-' •r• PLUMBING1 8"_1,_ " . L►� 'TIC / 0 6?� + _ a .I 2" VTR 2' VTR V VTR �+ ROOF 0Rh 05 2' 1. LOCATE ALL PENETRATIONS THRU THE ROOF ON THE 2- 2• 2- 3- r 3• 3- 2• 2' 2• 2• 2• 2• SOUTH SIDE OF MAIN RIDGE. ALL PENETRATIONS -- 2-12• 12• T— �2— — T— — �r— — _� _. —' z= r_ �_Y — _ �. -7 r — T F -1 2. T--z— -1 2• �- T- AND ASSOCIATED VENT STACKS, SHALL NOT BE VISIBLE f 1 I I( ss I ( I ss I I I sH-1 i SH-1 I 3"FD ( SH-1 ( ©T-1 I we-1 I we-1 I we-1 i I I I I I I ( I I I I I ISH-1 Iuv-1 Iuv-1 Iuwt (uv-1 Iuv-T )uv-1 wc-1 Ivc-1 I FROM UNIVERSITY OAKS BOULEVARD. 1/• 2• i/' i/•3/4• 3/4• 1/2• 1/2i/21/21/2/21/z• 1/2' I 2. SUPPORT ALL REFRIGERATOR PIPING CONDENSATE LINES,I I 3" VT UP To EXPOSED CONDUIT, ETC. (INTERIOR AND EXTERIOR) LL LL - • - ' I 1. 3/4 3/4" I MAIN TOILET RISER WITH UNISTRUT BRACKETS. r 3-"D 3/4'PRIMER 1 3/4' '' '• 3/ 3/4 2ND FLOOR 3. ALL ROUTING OF' WIRING, DUCTWORK, CONDUIT, PIPING, ETC., SHALL BE RUN PARALLEL AND PERPENDICULAR TO AI z- r • z• r r • 44• 4z• z• 4• 4• ( STRUCTURE. PROVIDE PROPER CLEARANCES REQUIRED � r J 2' 2- TO ACCESS AND MAINTAIN EQUIPMENT. -- (-- r z- r 4• z. 4- --T -- — 2 MAIN TOILETS TYPICAL/ 2 I r r r z' SIMILAR FOR (2) SYSTEMS I SK-1 I ss i wC-1 I HL I r FFD I s- FFD 1/2- 31/4- 1/2• 3/4- NI /2• I I I ( IF i I F 1 LL- J� 3" FFD 3• TRAP PRIMER r PLUM I C® RISER DIAGRAMS 2" VT UP TO i3 VTR NO SCALE I MAIN TOILET RISER 2• r 2-- — r 2- 2 2' Iw iw Iw I 3/4• , 1/2• , 1/2' , 1/2• , I z• 2- 2• 2• 2• r 3• r I �— 72•— _1 12- — 7 4- — Tr — — T _ —2,— -T 2 i — ! HL I 1/Z- I ,�• I I i I I I I 2ND FLOOR SCHEDULEOF PLUS I G11 FIXTURESLL3" r FFD r FS 3• Fs r m 3• Fs rFDJLN r FSSERVING MARK DESCRIPTION WASTE VENT cw hw MANUFACTURER AND MODEL ' ��' DW I I. M. s1w ER PRIMER 2• 1 ST FLOOR WC-1 FLOOR MOUNTED, FLUSH TANK 'WATER 4" 2" 1/2" ELONGATED BOWL r 3- 3• 3• r 3• CLOSET - PRESSURE ASSISTED POWER FLUSHING SYSTEM r r s3- 3- 4-r 4 LiL� 4 4• 4. OPEN FRONT SEAT LESS COVER SUPPLY RISER WITH STOP AMERICAN 3" VT UP To STANDARD OR APPROVED EQUAL MAIN TOILET RISER 2ND FLOOR WC-2 FLOOR MOUNTED, FLUSH TANK WATER 4" 2" 1/2" "ELDERLY" 18" HIGH _ .� — — - — _ — — — — — — — — ._ _ — — __ — 3— — _ — 2'_ — _ _3'_ — 2• 2- 2• CLOSET - PRESSURE ASSISTED ELONGATED BOWL 2- 3• r r r r r _ T T— T HANDICAPPPED OPEN FRONT SEAT LESS COVER 1 '- -'-( —� — —1 2•— _ — —� 2- T2• 72. — 7- 2= .72 -1 12• 12• 12• 12' (2. 2- I SUPPLY RISER WITH STOP AMERICANI 2- 2� 2� a' s• 2- I STANDARD OR APPROVED EQUAL I SK-I ss r FFD wc-1 LAY-1 ( I I BT-i WC-2 uv-, I r FFD I WC-2 I I I uv-1 3` FFD SK-I I 3• FFD I r FFD I 3• FFD I r FFD I WC-2 uv-2 I sH-2 LAV-1 INTEGRAL COUNTERTOP LAVATORY 2" 2" 1/2" 1/2" ANTI -SCALD FAUCET SET -SUPPLY 1/2" 3/4" 1/2" 3/4- 1/2' 1/r 3/4' 1/2' 1/2. 3/4- 1/2' 1/2• 1/2• 3/4' 1/2• 1/2- INTEGRAL WITH COUNTERTOP RISERS WITH STOPS AND OFFSET SUPPLIED BY GENERAL CONTRACTOR P-TRAP FOR ADA CLEARANCES LL ___j 1 11 " " " " TRAP 3/4' 3/4' L =1 TRAP 3/4 TRAP TRAP TRAP TRAP TRAP 3/4' LAV-2 WALL HUNG VITREOUS CHINA 2 2 1 /2 1 /2 ANTI -SCALD FAUCET SET PRIMER Y 2• PRIMER 2' PRIMER 2• PRIMER' PRIMER PRIMER PRIMER 2•, L r 1ST FLOOR LAVATORY WITH WALL HANGER SUPPLY RISERS WITH STOPS 11 ELONGATED BOWL P-TRAP AMERICAN STANDARD NO. 8958 2' r 3 4• 4' 4• 3 3 3 3 3 4' 4• HANDICAPPPED OR KOHLER NO. K-226-8 cp BT-1 ONE PIECE BATHTUB 2" 2" 1/2' 1/2" WONE ITH TILE ESCAST URROUND N BATHTUB � PLUM CIO SYMBOLS ��B®LS PRESSURE AMERICAN STANDARD OR APPROVED SHOWER EQUAL i1 0115 40�0� ► — — — — — a GQ SYMBOL DESCRIPTION — — — — — EXISTING PIPING O HL WALL HUNG LAVATORY 2" 2" 1/2- 1/2. WALL HANGER, �a`Q OSc, Q�pS 0) VITREOUS CHINA FAUCET SET, SUPPLY RISERS WITH STOPS G. Q GQ 1 COLD WATER FS FLOOR SINK P-TRAP AMERICAN STANDARD NO. 8958 G�5 P� v� J rn OR KOHLER NO. K-226-8 gE� �k. Q1\20 •• HOT WATER SUPPLY ® FLOOR DRAIN rn ��Q GpQ • • • HOT WATER RETURN FD Op GWH-1,2, GAS WATER HEATER -" -" 1 " 1 " GAS WATER HEATER: ,� �� 41 �pOF ®� FUNNEL FLOOR DRAIN O 3,4 100 GALLONS STORAGE, 200000 BTUH GAS INPUT R� -0 198 GPH RECOVERY AT 100' F. �� SwF- G GAS LINE BALL VALVE SK-1 SINGLE BOWL, STAINLESS STEEL CTR/TOP 2" 2" 1/2" 1/2" SINGLE SINK WITH STRAINER BASKET, FAUCET, CL SINK - 22 x 22 x 6-1/2 DEEP AND OFFSET P-TRAP FOR ADA CLEARANCES, I O04 SANITARY SEWER PIPING TT GATE VALVE 0) SUPPLIES WITH STOPS ELKAY OR APPROVED EQUAL 0VENT LINE CHECK VALVE SK-2 SINGLE BOWL, 'STAINLESS STEEL CTR/TOP 2" 2" 1/2" 1/2" SINGLE SINK WITH STRAINER BASKET, FAUCET, D DRAIN LINE ---i (F--- UNION SINK - 25" x 22" x 6-1/2" DEEP AND OFFSET P-TRAP FOR ADA CLEARANCES, t G :3 SUPPLIES WITH STOPS ELKAY OR APPROVED EQUAL F� 1110 ;\\-\ SH-1 ONE PIECE FIBERGLASS SHOWER DAM SET 2" 2" 1 /2" 1 /2" PRESSURE BALANCED SHOWER HEAD F C-,\ OF oVq! 726 01/05/00 ARCHITECT'S SEAL ATTESTS ONLY To ARmTEcrS cooRDtNAnoN of Tws CCNSU.TANTS WORK NNTH THAT CF THE ARCHITECTS AND DOES NOT NAPLY 1HE ARCHlmM PRACTICE of maNEEw oR THfs CoNstumrs SPECIALTY. 1 VALUE ENGINEERING 12-23-99 - 01-05-00 ISSUED FOR PERMIT & CONSTRUCTIOc, 10-28-99 ISSUE FOR REVIEW AND PRICING KA"A DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS U) IN A FULL BED OF MORTAR -WITH DRAIN AND VALVE ASSEMBLY T .� �� F�\-�<,qv ROOF _ SH-2 ONE PIECE FIBERGLASS, HANDICAPPED 2" 2" 1/2" 1/2" PRESSURE BALANCED HAND HELD SHOWER, U �Ov� O� 2" 1-1/2" 1-1/2" 1-1/4` 1-1/4" 1` > ACCESSIBLE, SHOWER PAN SET IN A GRAB BARS, SHOWER CURTAIN ROD, SHOWER +' FULL BED OF MORTAR -WITH DRAIN CURTAIN AND WITH FOLD DOWN SEAT,,] t- O F/C-2 F/C-1 F/C-3 92 CFH 92 CFH 92 CFH F/C-4 92 CFH F/C-5 92 CFH "®FRAM �!. rPE FID FLOOR DRAIN 3" 2" 1 Q � NICKEL BRONZE FINISH ARCHITECTS, INC. v FFD FUNNEL FLOOR DRAIN 3" 2" �O�P W NICKEL BRONZE FINISH GP � HB FREEZEPROOF HOSE BIBB 3/4" �� QP 5599 SAN FELIPE, SUITE 500 O a WITH VACUUM BREAKER HOUSTON, TEXAS 77056 0 Y FS FLOOR SINK 3" 2" ORP�� pv�� ,�� 2ND FLOOR TELEPHONE 713.850.8575 FACSIMILE 713.850.8242 ACID RESISTANT FINISH h �� F�3. 2" t/2• E-MAIL: OFFICE ®POPWALARCH.COM pROOR 3" � SS SERVICE SINK 2" 2" 1/2" 1/2" SERVICE SINK �P�� GAS SOLENOID rn FAUCET WITH VACUUM BREAKER WITH STRAINER BASKET, P-TRAP, FAUCET ��0 • PJ'!� p, �O VALVE AMERICAN STANDARD NO. 7692.02336P�� / R A INWASHER BY OWNER 2" 2" 1/2" 1/2" WASHER WALL BOX � L.I. WF-1 WATER FILTER - SERVICE LINE 2" - AQUA -PURE SS12 FILTER t-t 2- 2` 2" 1-1 2" 2' 2" 2" 1-t 2" 72 GPM FLOW RATE. h 1-1/4" 1-1/4" i-1/4" 1" 1-1/4` 1-1/4" 1-1/4" " 0 WF-2 WATER FILTER - BRANCH LINE 1/2" - AQUA -PURE AP500 FILTER 2 GPM FLOW RATE. COOKING EQUIPMENT F/C-8 GYM-1 GWH-2 F/C-11 F/C-13 GWH-3 GWH-4 FIREPLACE NOTE: FIXTURE COLOR TO BE SELECTED BY DEVELOPER FROM MANUFACTURES STANDARD COLORS 462 CFH 220 CFH 200 CFH 200 CFH 110 CFH 220 CFH 200 CFH 200 CFH 5 CFH SERVICE PIPE ALL PIPING TO BE EQUAL -EQUAL 1ST FLOOR GAS METER BY GAS COMPANY FLOOR GWH-1 AND 2 TO BE SET FOR 140' WATER TEMPERATURE. APPROX. DEMAND 2277 CFH AT 4 OZ. PRESSURE O)' PROVIDE 1-1/2" THERMOSTATIC MIXING VALVE RATED FOR MAX. DEVELOPED LENGTH 200 FEET Q 0 SCH. 40 STEEL 25 GPM AT 110' TO SERVE AREAS EXCEPT KITCHEN AREA. O FIRE `SAFI G TO KITCHEN AREA TO BE SERVED WITH 140' WATER ONLY. GAS RISER DIAGRAM R tO ` MAINTAIN UL RATING WATER HEATER DETAIL NO SCALE SLEEVE THIRU FLOOR NO .SCALE O O NO SCALE TYPICAL FOR ALL SERVICES THIS SHEET IS INCOMPLETE WITHOUT INFORMATION STATED ON SHEr r o PROJECT NO. 969 O PLUMS I O DTi ,AILS � SCHEDULES Ate RI R NOT TO SCALE 0 1 COPYRIGHT © 1999 POPHAM WALTER A`-HITE {Y d. I � rill AIL 1 Jill 4� //F %..e'0"LL ,I x � a_•.: __ ._.gar _.��__-� : a J x STI—x A P, LTER P 0, - F-- 11,7 Jt A 4.,V x G 11-24-99 ISSUE FOR I,F,C, AND PERMITPROJECT N10. PROJ�C969 10-28-99 ISSUE FAR REVIEW AND PRICING KAPPA DELTA SORORITY HOUSE .UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS SO-0 SHEET LIST S1-0 CONCRETE SPECIFICATIONS S1-1 FOUNDATION PLAN SORORITY HOUSE 1� w e S2-0 FOUNDATION DETAILS S2-1 POST TENSION CABLE PLAN SORORITY HOUSE POPHAM WALTER ARCHITECTS, I11 C. S3-1 FLOOR FRAMING PLAN 2nd FLOOR 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77Q56 TELEPJHONi - 713,E50.P575 S 4 —1 BRACING & FRAMING PLAN 1st FLOOR FACSIMILE 713,850.8242 E-I1AILe OFFICE @ PMWALARCH.COM S4-2 BRACING & FRAMING PLAN 2nd FLOOR S5-1 ROOF FRAMING PLAN" +4 S7-1 FLOOR FRAMING DETAILS- S7-2 FLOOR FRAMING DETAILS CONSUMING ENGINEERS 7 3 ROOF FRAMING DETAILS CORPORATE OFFICE P it 10101 SOUTHWEST FRE[WAY, SUITE 600 li#,,7 PLE, V14TUCKY HOUSTON, TEXAS 77074 ORLANDO, FLORIDA (502) 426-6789 713/779-7252 • 1-800-422-7252 • EA;: 713/779-1173 (407) E93-6200 S8-1 SPECIFICATION SHEET. CI TY OF OLLEGE STATION S8-2 SHEARWALL SCHEDULE Building Inspection Department Received i Reviewed r PROJECT NO. 969/1'9� 7�t, �... + .•..i�. On CMYFIG4T ®19.3 FC€:.4 VALTE; ArC1111TECTS, G?':'hlli AJAO' 9471St0 I 11 Im POST TENSION INSPECTION EVALUATION TENDON LENGTH REQUIRED ELONGATION MINIMUM ELONGATION MAXIMUM ELONGATION TENDON LENGTH R (FT.) (IN.) (IN.) (IN.) (FT.) 10,000 0.795 0.716 0.875 100.000 11.000 0.875 0.787 0.962 102.000 12,000 0.954 0.859 1.050 104,000 13,000 1,034 0.931 1.137 106.000 14,00.0 1,113 1.002 1.225 10_&000 15.000 1.193 1,074 1.312 110.000 16.000 1.273 1.145 1.400 112.000 17,000 1.352 1.217 1.487 114,000 18.000 1.432 1.288 1.575 116,000 19.000 1,511 1.360 1.662 118.000 20.000 1.591 1.432 1.750 120.000 21.000 1,670 1.503 1.837 122.000 22.000 1.750 1,575 1.925 124.000 23.000 1.829 1.646 2.012 126.000 24.000 1.909 1.718 2.100 128.000 25.000 1.988 1.789 2.187 130.000 26,000 2.068 1.861 2.275 132.000 27.000 2.147 1.933 2.362 134.000 28.000 2.227 2.004 2.450 136.000 29,000 2.306 2.076 2.537 138,000 30.000 2.386 2.147 2.625 140.000 31.000 2.465 2.219 2.712 142.000 32.000 2.545 2.291 2.800 144.000 33.000 2.625 2.362 2,887 146.000 34,000 2.704 2,434 2.975 148,000 35,000 2.784 2.505 3.062 150,000 36.000 2.863 2.577 3.149 152.000 37.000 2.943 2.648 3.237 154.000 38.000 3,022 2.720 3.324 156.000 39.000 3.102 2.792 3.412 158.000 40.000 3.181 2.863 3.499 160.000 41.000 3.261 2.935 3,587 162.000 42.000 3.340 3.006 3.674 164.000 43.000 3.420 3,078 3.762 166.000 44.000 3.499 3,149 3.849 168.000 45.000 3.579 3.221 3.937 170,000 46.000 3.658 3,293 4.024 172.000 47.000 3,738 3.364 4.112 174,000 48.000 3.818 3.436 4.199 176.000 49.000 3.897 3.507 41287 178.000 50.000 3.977 3,579 4.374 180.000 51.000 4.056 3.651 4.462 182.000 52.000 4.136 3.722 4.549 184.000 53.000 4.215 3.794 4.637 186,000 54.000 4.295 3.865 4.724 188.000 55,000 4.374 3.937 4.812 190.000 56.000 4,454 4.008 4,899 192.000 57.000 4.533 4.080 4.987 194,000 58,000 4.613 4.152 5.074 196,000 59,000 4,692 4.223 5.1162 198_000 60.000 4.772 4,295 5.249 200.000 61.000 4.851 4.366 5.337 202.000 62,000 4.931 4.438 5.424 204.000 63.000 5.011 4.509 5.512 64,000 5,090 4.581 5.599 0 4, 5,68 66.000 5,249 4,724 5.774 67.000 5.329 4.796 5.862 68.000 5.408 4.867 5.949 69_000 5.488 4.939 6.036 70.000 5.567 5.011 6.124 71.000 5.647 5.082 6.211 72.000 5.726 5.154 6.299 73,000 5.806 5.225 6.386 NOTES: 74.000 5.885 5.297 6.474 7 5 965 5 368 6 561 EQUIRED ELONGATION MINIMUM ELONGATION MAXIMUM ELONGATION (IN.) (IN.) (IN.) 7.953 7.158 8.749 8,112 7.301 8.924 8.271 7.444 9,098 8.430 7.587 9.273 8. 559 7,731 9,44 8.749 7.874 9.623 8.908 8.017 9.798 9,067 8.160 9.973 9.226 8.303 10.148 9.385 8.446 10.323 9,544 8.589 10.498 9,703 8.733 10.673 9.862 8.876 10.848 10.021 9,019 11.023 10,180 9.162 11.198 10.339 9,305 11.373 10.498 9,448 11.548 10.657 9,592 11.723 10.816 9.735 11.898 10.975 9.878 12.073 11.135 10,021 12.248 11.294 10.164 12.423 11.453 10.307 12.598 11.612 10.451 12,773 11.771 10.594 12.948 11.930 10.737 13,123 12.089 10.880 13,298 12.248 11.023 13.473 12.407 11.166 13,648 12.566 11.309 13.823 12.725 11.453 13.998 12.884 11,596 14,173 13.043 11.739 14,348 13.202 11.882 14,523 13.361 12,025 14.698 13.520 12.168 14,873 13.680 12.312 15.047 13.839 12.455 15.222 13.998 12.598 15,397 14.157 12.741 15.572 14.316 12.884 15.747 14.475 13.027 15.922 14.634 13.171 16.097 14.793 13.314 16,272 14,952 13.457 16.447 15.111 13.600 16,622 15.270 13.743 16.797 15.429 13.886 16,972 15.588 14.029 17.147 15.747 14.173 17,322 15.906 14.316 17.497 16,065 14.459 17.672 16.225 14.602 17.847 5.000 1 1.) TENDON LENGTH IS THE LENGTH OF THE TENDON MEASURED OUTSIDE FACE TO 76,000 6.044 5.440 6.649 OUTSIDE FACE OF CONCRETE SLAB. 77.000 6.124 5.512 6.736 78.000 6.204 5,583 6.824 2.) INTERPOLATION OF THE ELONGATION LENGTH IS PERMITTED FOR TENDON LENGTHS 79.000 6_283 5,655 6,911 OCCURRING IN BETWEEN THE LENGTHS SHOWN ON THE ATTACHED. 80.000 6.363 5.726 6.999 81.000 6,442 5.798 7.086 3. ELONGATIONS ARE FOR 1 2" DIAMETER 270 K SEVEN STRAND WIRE, STRESSED 82.000 6.522 5.869 7.174 ) 83.000 6.601 5.941 7.261 AT 33.0 K PER STRAND AND SEATED AT 28,9 K PER STRAND. 84,000 6,681 6.013 7.349 4. TESTING AGENCY SHALL PROVIDE CERTIFICATION OF ALL TENDON ELONGATIONS. 85.000 6.760 6.084 7.436 ) 86.000 6,840 6.156 7,524 ) 5, POST TENSION CONTRACTOR SHALL PROVIDE TENDON LENGTHS TO TESTING AGENCY 87.000 6.919 6.227 7.611 FOR USE IN CONJUCTION WITH THE ATTACHED CHART FOR ESTABLISHING THE 88,000 6.999 6.299 7.699 CALCULATED ACTUAL ELONGATION MEASUREMENTS. 89 000 7 078 6 371 7 786 90,000 7,158 6.442 R. 7,874 91.000 7,237 6,514 7,961 92.000 7.317 6,585 8.049 93.000 7.396 6.657 8,136 94.000 7.476 6,728 8,224 95.000 7.556 6.800 8,311 96,000 7,635 6,872 8,399 97.000 7.715 6.943 8.486 98.000 7.794 7.015 8.574 99.000 7,874 7,086 8,661 a POST -TENSION GENERAL NOTES DESIGN FOUNDATION SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES AND IN ACCORDANCE WITH THE CRITERIA FOR SELECTION AND DESIGN OF RESIDENTIAL SLABS -ON -GRADE. THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE POST TENSION INSTITUTE TENTATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS, THE PLASTICITY INDEX USED IS NOTED IN THE DESIGN DATA ON THE PLANS. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS, 2. THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIALS 1, CONCRETE IN FOUNDATION BEAMS AND SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS NOTED IN THE DESIGN DATA AT 28 DAYS AND AT LEAST 2000 P.S.I. AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, 3. PRESTRESSING TENDONS WILL CONSIST OF 270 K 7 STRAND WIRE LOW RELAXATION STRESS RELIEVED CABLE WITH PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING CONFORMING TO ASTM A-416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4, MILD STEEL REINFORCING (IF REQUIRED): REBAR-ASTM A-615-60. WELDED WIRE FABRIC-ASTM 185. 5. 2" (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT SITE PREPARATION RECOMMENDATIONS. 6, A) PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. B USE 5 SACK PORTLAND CEMENT. C WATER/CEMENT RATIO = .52 MAX. D� NO CONCRETE ADMIXTURE SUCH AS FLYASH OR "NU-CEM" SHALL BE PERMITTED 7. CONCRETE ADMIXTURES SHALL CONFORM TO ASTM C494. 8. ALL REINFORCING STEEL MARKED "CONT." SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND 'AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. CONSTRUCTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAL ENGINEERS SITE PREPARATION RECOMMENDATIONS. COMPLIANCE UPON REQUEST, 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED, 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATE ON STRANDS. 11-24-99 ISSUE FOR LF,C, AND PERMIT 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS STRESSING 1. 1 /2" 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER STRAND, ' BUT MAY BE INITIALLY STRESSED AT 33.0 K PER STRAND. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE STRESSED IN THE LONG DIRECTION ONLY, FINAL STRESSING SHOULD BE DONE AS ;; t RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR X OTHERS APPROVED BY SCA, REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION.; j SPECIAL NOTES 1. EXTERIOR BEAMS ARE TO EXTEND 12" INTO UNDISTURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE #2. 2. DO NOT SCALE THESE PLANS. POPHAM WALTER AP.CHITECTS, INC. 5599 SAN FELIPE, SUITE 500 ,. HOUSTON, TEXAS 77056 TELEPHONZ 713.850.6575 FACSIMILE 713.850.8242 E-MAILt OFFICE E POPWALARCH,COM CMXRETH PrICr F1/ S# OF °. . ...1......................*j ERAD L CRANE .............. •'•.� 44?�531 <Z) ......:-.. ,�,,....,-.Kc� . ir;0 �, J+ CONSULTING ENGINEERS <��o�rnL,.�� CORPORATE OFFICE 10101 SDUTHW€ST FRLFWAY, SUfTE 6110 LOU!5Va, KENTLTKY HOUSTON, TEXAS 77074 ORLANDO, FLOR!DA (502) 426-6789 713/779-7252 9 1-EM-422-7152 • FAX: 713/779-1173 (407) 893-62.00 GRAYING NAME 9471S10 12-3-99 4:14PM RohicheouxC COPYRIGHT 1993 POPHAM VALTER ARCHITECTS, INC. 5.000 1 1.) TENDON LENGTH IS THE LENGTH OF THE TENDON MEASURED OUTSIDE FACE TO 76,000 6.044 5.440 6.649 OUTSIDE FACE OF CONCRETE SLAB. 77.000 6.124 5.512 6.736 78.000 6.204 5,583 6.824 2.) INTERPOLATION OF THE ELONGATION LENGTH IS PERMITTED FOR TENDON LENGTHS 79.000 6_283 5,655 6,911 OCCURRING IN BETWEEN THE LENGTHS SHOWN ON THE ATTACHED. 80.000 6.363 5.726 6.999 81.000 6,442 5.798 7.086 3. ELONGATIONS ARE FOR 1 2" DIAMETER 270 K SEVEN STRAND WIRE, STRESSED 82.000 6.522 5.869 7.174 ) 83.000 6.601 5.941 7.261 AT 33.0 K PER STRAND AND SEATED AT 28,9 K PER STRAND. 84,000 6,681 6.013 7.349 4. TESTING AGENCY SHALL PROVIDE CERTIFICATION OF ALL TENDON ELONGATIONS. 85.000 6.760 6.084 7.436 ) 86.000 6,840 6.156 7,524 ) 5, POST TENSION CONTRACTOR SHALL PROVIDE TENDON LENGTHS TO TESTING AGENCY 87.000 6.919 6.227 7.611 FOR USE IN CONJUCTION WITH THE ATTACHED CHART FOR ESTABLISHING THE 88,000 6.999 6.299 7.699 CALCULATED ACTUAL ELONGATION MEASUREMENTS. 89 000 7 078 6 371 7 786 90,000 7,158 6.442 R. 7,874 91.000 7,237 6,514 7,961 92.000 7.317 6,585 8.049 93.000 7.396 6.657 8,136 94.000 7.476 6,728 8,224 95.000 7.556 6.800 8,311 96,000 7,635 6,872 8,399 97.000 7.715 6.943 8.486 98.000 7.794 7.015 8.574 99.000 7,874 7,086 8,661 a POST -TENSION GENERAL NOTES DESIGN FOUNDATION SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES AND IN ACCORDANCE WITH THE CRITERIA FOR SELECTION AND DESIGN OF RESIDENTIAL SLABS -ON -GRADE. THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE POST TENSION INSTITUTE TENTATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS, THE PLASTICITY INDEX USED IS NOTED IN THE DESIGN DATA ON THE PLANS. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS, 2. THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIALS 1, CONCRETE IN FOUNDATION BEAMS AND SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS NOTED IN THE DESIGN DATA AT 28 DAYS AND AT LEAST 2000 P.S.I. AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, 3. PRESTRESSING TENDONS WILL CONSIST OF 270 K 7 STRAND WIRE LOW RELAXATION STRESS RELIEVED CABLE WITH PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING CONFORMING TO ASTM A-416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4, MILD STEEL REINFORCING (IF REQUIRED): REBAR-ASTM A-615-60. WELDED WIRE FABRIC-ASTM 185. 5. 2" (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT SITE PREPARATION RECOMMENDATIONS. 6, A) PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. B USE 5 SACK PORTLAND CEMENT. C WATER/CEMENT RATIO = .52 MAX. D� NO CONCRETE ADMIXTURE SUCH AS FLYASH OR "NU-CEM" SHALL BE PERMITTED 7. CONCRETE ADMIXTURES SHALL CONFORM TO ASTM C494. 8. ALL REINFORCING STEEL MARKED "CONT." SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND 'AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. CONSTRUCTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAL ENGINEERS SITE PREPARATION RECOMMENDATIONS. COMPLIANCE UPON REQUEST, 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED, 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATE ON STRANDS. 11-24-99 ISSUE FOR LF,C, AND PERMIT 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS STRESSING 1. 1 /2" 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER STRAND, ' BUT MAY BE INITIALLY STRESSED AT 33.0 K PER STRAND. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE STRESSED IN THE LONG DIRECTION ONLY, FINAL STRESSING SHOULD BE DONE AS ;; t RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR X OTHERS APPROVED BY SCA, REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION.; j SPECIAL NOTES 1. EXTERIOR BEAMS ARE TO EXTEND 12" INTO UNDISTURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE #2. 2. DO NOT SCALE THESE PLANS. POPHAM WALTER AP.CHITECTS, INC. 5599 SAN FELIPE, SUITE 500 ,. HOUSTON, TEXAS 77056 TELEPHONZ 713.850.6575 FACSIMILE 713.850.8242 E-MAILt OFFICE E POPWALARCH,COM CMXRETH PrICr F1/ S# OF °. . ...1......................*j ERAD L CRANE .............. •'•.� 44?�531 <Z) ......:-.. ,�,,....,-.Kc� . ir;0 �, J+ CONSULTING ENGINEERS <��o�rnL,.�� CORPORATE OFFICE 10101 SDUTHW€ST FRLFWAY, SUfTE 6110 LOU!5Va, KENTLTKY HOUSTON, TEXAS 77074 ORLANDO, FLOR!DA (502) 426-6789 713/779-7252 9 1-EM-422-7152 • FAX: 713/779-1173 (407) 893-62.00 GRAYING NAME 9471S10 12-3-99 4:14PM RohicheouxC COPYRIGHT 1993 POPHAM VALTER ARCHITECTS, INC. 90,000 7,158 6.442 R. 7,874 91.000 7,237 6,514 7,961 92.000 7.317 6,585 8.049 93.000 7.396 6.657 8,136 94.000 7.476 6,728 8,224 95.000 7.556 6.800 8,311 96,000 7,635 6,872 8,399 97.000 7.715 6.943 8.486 98.000 7.794 7.015 8.574 99.000 7,874 7,086 8,661 a POST -TENSION GENERAL NOTES DESIGN FOUNDATION SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES AND IN ACCORDANCE WITH THE CRITERIA FOR SELECTION AND DESIGN OF RESIDENTIAL SLABS -ON -GRADE. THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE POST TENSION INSTITUTE TENTATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS, THE PLASTICITY INDEX USED IS NOTED IN THE DESIGN DATA ON THE PLANS. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS, 2. THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIALS 1, CONCRETE IN FOUNDATION BEAMS AND SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS NOTED IN THE DESIGN DATA AT 28 DAYS AND AT LEAST 2000 P.S.I. AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, 3. PRESTRESSING TENDONS WILL CONSIST OF 270 K 7 STRAND WIRE LOW RELAXATION STRESS RELIEVED CABLE WITH PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING CONFORMING TO ASTM A-416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4, MILD STEEL REINFORCING (IF REQUIRED): REBAR-ASTM A-615-60. WELDED WIRE FABRIC-ASTM 185. 5. 2" (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT SITE PREPARATION RECOMMENDATIONS. 6, A) PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. B USE 5 SACK PORTLAND CEMENT. C WATER/CEMENT RATIO = .52 MAX. D� NO CONCRETE ADMIXTURE SUCH AS FLYASH OR "NU-CEM" SHALL BE PERMITTED 7. CONCRETE ADMIXTURES SHALL CONFORM TO ASTM C494. 8. ALL REINFORCING STEEL MARKED "CONT." SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND 'AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. CONSTRUCTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAL ENGINEERS SITE PREPARATION RECOMMENDATIONS. COMPLIANCE UPON REQUEST, 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED, 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATE ON STRANDS. 11-24-99 ISSUE FOR LF,C, AND PERMIT 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS STRESSING 1. 1 /2" 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER STRAND, ' BUT MAY BE INITIALLY STRESSED AT 33.0 K PER STRAND. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE STRESSED IN THE LONG DIRECTION ONLY, FINAL STRESSING SHOULD BE DONE AS ;; t RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR X OTHERS APPROVED BY SCA, REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION.; j SPECIAL NOTES 1. EXTERIOR BEAMS ARE TO EXTEND 12" INTO UNDISTURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE #2. 2. DO NOT SCALE THESE PLANS. POPHAM WALTER AP.CHITECTS, INC. 5599 SAN FELIPE, SUITE 500 ,. HOUSTON, TEXAS 77056 TELEPHONZ 713.850.6575 FACSIMILE 713.850.8242 E-MAILt OFFICE E POPWALARCH,COM CMXRETH PrICr F1/ S# OF °. . ...1......................*j ERAD L CRANE .............. •'•.� 44?�531 <Z) ......:-.. ,�,,....,-.Kc� . ir;0 �, J+ CONSULTING ENGINEERS <��o�rnL,.�� CORPORATE OFFICE 10101 SDUTHW€ST FRLFWAY, SUfTE 6110 LOU!5Va, KENTLTKY HOUSTON, TEXAS 77074 ORLANDO, FLOR!DA (502) 426-6789 713/779-7252 9 1-EM-422-7152 • FAX: 713/779-1173 (407) 893-62.00 GRAYING NAME 9471S10 12-3-99 4:14PM RohicheouxC COPYRIGHT 1993 POPHAM VALTER ARCHITECTS, INC. 94.000 7.476 6,728 8,224 95.000 7.556 6.800 8,311 96,000 7,635 6,872 8,399 97.000 7.715 6.943 8.486 98.000 7.794 7.015 8.574 99.000 7,874 7,086 8,661 a POST -TENSION GENERAL NOTES DESIGN FOUNDATION SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES AND IN ACCORDANCE WITH THE CRITERIA FOR SELECTION AND DESIGN OF RESIDENTIAL SLABS -ON -GRADE. THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE POST TENSION INSTITUTE TENTATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS, THE PLASTICITY INDEX USED IS NOTED IN THE DESIGN DATA ON THE PLANS. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS, 2. THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIALS 1, CONCRETE IN FOUNDATION BEAMS AND SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS NOTED IN THE DESIGN DATA AT 28 DAYS AND AT LEAST 2000 P.S.I. AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, 3. PRESTRESSING TENDONS WILL CONSIST OF 270 K 7 STRAND WIRE LOW RELAXATION STRESS RELIEVED CABLE WITH PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING CONFORMING TO ASTM A-416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4, MILD STEEL REINFORCING (IF REQUIRED): REBAR-ASTM A-615-60. WELDED WIRE FABRIC-ASTM 185. 5. 2" (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT SITE PREPARATION RECOMMENDATIONS. 6, A) PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. B USE 5 SACK PORTLAND CEMENT. C WATER/CEMENT RATIO = .52 MAX. D� NO CONCRETE ADMIXTURE SUCH AS FLYASH OR "NU-CEM" SHALL BE PERMITTED 7. CONCRETE ADMIXTURES SHALL CONFORM TO ASTM C494. 8. ALL REINFORCING STEEL MARKED "CONT." SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND 'AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. CONSTRUCTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAL ENGINEERS SITE PREPARATION RECOMMENDATIONS. COMPLIANCE UPON REQUEST, 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED, 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATE ON STRANDS. 11-24-99 ISSUE FOR LF,C, AND PERMIT 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS STRESSING 1. 1 /2" 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER STRAND, ' BUT MAY BE INITIALLY STRESSED AT 33.0 K PER STRAND. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE STRESSED IN THE LONG DIRECTION ONLY, FINAL STRESSING SHOULD BE DONE AS ;; t RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR X OTHERS APPROVED BY SCA, REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION.; j SPECIAL NOTES 1. EXTERIOR BEAMS ARE TO EXTEND 12" INTO UNDISTURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE #2. 2. DO NOT SCALE THESE PLANS. POPHAM WALTER AP.CHITECTS, INC. 5599 SAN FELIPE, SUITE 500 ,. HOUSTON, TEXAS 77056 TELEPHONZ 713.850.6575 FACSIMILE 713.850.8242 E-MAILt OFFICE E POPWALARCH,COM CMXRETH PrICr F1/ S# OF °. . ...1......................*j ERAD L CRANE .............. •'•.� 44?�531 <Z) ......:-.. ,�,,....,-.Kc� . ir;0 �, J+ CONSULTING ENGINEERS <��o�rnL,.�� CORPORATE OFFICE 10101 SDUTHW€ST FRLFWAY, SUfTE 6110 LOU!5Va, KENTLTKY HOUSTON, TEXAS 77074 ORLANDO, FLOR!DA (502) 426-6789 713/779-7252 9 1-EM-422-7152 • FAX: 713/779-1173 (407) 893-62.00 GRAYING NAME 9471S10 12-3-99 4:14PM RohicheouxC COPYRIGHT 1993 POPHAM VALTER ARCHITECTS, INC. a POST -TENSION GENERAL NOTES DESIGN FOUNDATION SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES AND IN ACCORDANCE WITH THE CRITERIA FOR SELECTION AND DESIGN OF RESIDENTIAL SLABS -ON -GRADE. THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE POST TENSION INSTITUTE TENTATIVE SPECIFICATIONS FOR POST -TENSION MATERIALS, THE PLASTICITY INDEX USED IS NOTED IN THE DESIGN DATA ON THE PLANS. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS, 2. THE BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIALS 1, CONCRETE IN FOUNDATION BEAMS AND SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS NOTED IN THE DESIGN DATA AT 28 DAYS AND AT LEAST 2000 P.S.I. AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PLACE A 6 MIL VAPOR BARRIER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, 3. PRESTRESSING TENDONS WILL CONSIST OF 270 K 7 STRAND WIRE LOW RELAXATION STRESS RELIEVED CABLE WITH PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING CONFORMING TO ASTM A-416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4, MILD STEEL REINFORCING (IF REQUIRED): REBAR-ASTM A-615-60. WELDED WIRE FABRIC-ASTM 185. 5. 2" (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT SITE PREPARATION RECOMMENDATIONS. 6, A) PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. B USE 5 SACK PORTLAND CEMENT. C WATER/CEMENT RATIO = .52 MAX. D� NO CONCRETE ADMIXTURE SUCH AS FLYASH OR "NU-CEM" SHALL BE PERMITTED 7. CONCRETE ADMIXTURES SHALL CONFORM TO ASTM C494. 8. ALL REINFORCING STEEL MARKED "CONT." SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND 'AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. CONSTRUCTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAL ENGINEERS SITE PREPARATION RECOMMENDATIONS. COMPLIANCE UPON REQUEST, 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. 5. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 6. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED, 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATE ON STRANDS. 11-24-99 ISSUE FOR LF,C, AND PERMIT 10-28-99 ISSUE FOR REVIEW AND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS STRESSING 1. 1 /2" 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER STRAND, ' BUT MAY BE INITIALLY STRESSED AT 33.0 K PER STRAND. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE STRESSED IN THE LONG DIRECTION ONLY, FINAL STRESSING SHOULD BE DONE AS ;; t RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR X OTHERS APPROVED BY SCA, REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION.; j SPECIAL NOTES 1. EXTERIOR BEAMS ARE TO EXTEND 12" INTO UNDISTURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE #2. 2. DO NOT SCALE THESE PLANS. POPHAM WALTER AP.CHITECTS, INC. 5599 SAN FELIPE, SUITE 500 ,. HOUSTON, TEXAS 77056 TELEPHONZ 713.850.6575 FACSIMILE 713.850.8242 E-MAILt OFFICE E POPWALARCH,COM CMXRETH PrICr F1/ S# OF °. . ...1......................*j ERAD L CRANE .............. •'•.� 44?�531 <Z) ......:-.. ,�,,....,-.Kc� . ir;0 �, J+ CONSULTING ENGINEERS <��o�rnL,.�� CORPORATE OFFICE 10101 SDUTHW€ST FRLFWAY, SUfTE 6110 LOU!5Va, KENTLTKY HOUSTON, TEXAS 77074 ORLANDO, FLOR!DA (502) 426-6789 713/779-7252 9 1-EM-422-7152 • FAX: 713/779-1173 (407) 893-62.00 GRAYING NAME 9471S10 12-3-99 4:14PM RohicheouxC COPYRIGHT 1993 POPHAM VALTER ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 ,. HOUSTON, TEXAS 77056 TELEPHONZ 713.850.6575 FACSIMILE 713.850.8242 E-MAILt OFFICE E POPWALARCH,COM CMXRETH PrICr F1/ S# OF °. . ...1......................*j ERAD L CRANE .............. •'•.� 44?�531 <Z) ......:-.. ,�,,....,-.Kc� . ir;0 �, J+ CONSULTING ENGINEERS <��o�rnL,.�� CORPORATE OFFICE 10101 SDUTHW€ST FRLFWAY, SUfTE 6110 LOU!5Va, KENTLTKY HOUSTON, TEXAS 77074 ORLANDO, FLOR!DA (502) 426-6789 713/779-7252 9 1-EM-422-7152 • FAX: 713/779-1173 (407) 893-62.00 GRAYING NAME 9471S10 12-3-99 4:14PM RohicheouxC COPYRIGHT 1993 POPHAM VALTER ARCHITECTS, INC. C COLUMN PAD ® BRICK LEVEL (TYP. 12 PLACES) n O 10 0 co 10%- r'"_0" k. r 4 1 A " V-0" IL 10" 4" NOTES; 1.) CROSS HATCHED AREAS INDICATES TO WARP CONCRETE TO BE FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM @ 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR &: LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1/2"0 X 10" ANCHOR BOLTS 0 48" O.C. (U.N.O.) 4.) SIMPSON MAS ANCHORS MAY BE USED TO REPLACE 1 /2"0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES, MAS ANCHORS CAN NOT BE USED AT SHEAR WALLS. 11-24-99 ISSUE FOR I.F.C. AND PERP,IT 10-28-99 ISSUE FOR REVIEW F.ND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS I POPHAM WALTER ARCHITECTS, INC. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 770sS TELEPHONE 713.850.6575 FACSIMILE 713.850.8?-' E-MAIL, OFFICER POPWALARCH.COM ............I:' BRAD CR.�NE � t ;..............I........ ICE CONSULTING' ENGINEERSco CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 - lQ'7I�`1!ILE, KENTl1CKT HOUSTON. TEXAS 77074 ORLANDO, FLORIDA (502) 425-6789 713/771-7252 • 1-8'0-422-7252 • FAX: 713/779-1173 (407) 893-6200 1177, ,L ITIS S�'1I'' ram 1T IS m!7-,.1T I'""IT'"n,M, ,.! STATEI, [,! S',r- T f -1 PROJECT NO. 601 /19471 '= 1'-Q' CC1?YRZC!.,T n i-�,^ PC7,Ty�!rl VALTEP AP?_-VTTECTS,, I'll-, I . - n 1/6' I Q-ML' —1 DRAWING NAME 9471511 _- 12-4-4'T 2:31P-+ Rov7cheoVYC n 13 ■ C14 Lo io 6*'--1 I I( I I I( I ! i i! i! I I I I I I I I r r l l l r r r r l l l. -03/4 49-301 4$-3" 4'-43/4*49-3" 40-31' 3/4_l 3/4 S-6 112'-_ 11 't--1 1 11 11_1 1 11_ 11 It,- 11114'-0 3/4 133'-7 1/2- 2'-5 3/4"J 2'-8 1/4"-/ \-3'-0 3/4" \-6' 2 POS7 OICE r1l6lislorli"! CA Cllmr: MAL" N"llf_ 94717,21 llp�A pot"rflJ�C' 11-241-99 ISSUE FOR I.F.C. AND PERMIT 10-28-99 ISSUE FOR REVIEW V0 PRICK") KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS or 1 11 v V I V V 1 11 POPH A M WALTER ARCRITE CTS, IF C. 5599 SAN FELIPE, SUITE 501 HOUSTON, TEXAS 77056 TEL EPHONT 713,850,8575 FACSIMILE 713.850R,242 E-MAIL# OFFICE @ POWA.LAOCH.COMI .............. . l URAD L CPAN7 ................. 44F' ow, v c a CONSULTING ENGINEERS COFPORATE OFFICE 10101 SOUTHWEST FREEWAY, SU'lTE 6010 LOVMJ, KENTUCKY HOUST04, TEXAS 77074 p LA4 LfO, FLOZFA (502) 426-6789 713/779-7252 • 1-8r'0-422-7252 * FAY: 713/779-1173 (407) 813-620 r7 Tim stm is rr=. vrrur sTtTED cr, vm r!.i PROJECT NID, 969/19471 COPYRIGHT mn. VALTER, A!ZCHITLECTS, ul Is pi f-t' 10 /.) - 7— COORDINATE FLOOR TRUSS DESIGN W/ DUCT & PIPE LOCATIONS. SEE ARCH. & MECH. DRAWINGS. ADD FLOOR TRUSSES AS REQ'D. TO AVOID CONFLICTS W/ MECH. SYSTEMS, AND MAINTAIN 24" O.C. MAX. SPACING NOTES: 1.) FLOOR/COORIDOR FRAMING TO BE 18" OR 30" DEEP TRUSSES, AS MARKED ON PLAN, 0 24" O.C. (MAX. U.N.O.) 2.) BALCONY FRAMING TO BE 15" DEEP TRUSSES @ 19.2"O.C. (MAX. UNO) 3.) SHADED WALLS INDICATE INTERIOR LOAD BEARING WALLS, 4.) COORDINATE FLOOR TRUSS DESIGN W1 DUCT & PIPE LOCATIONS. SEE ARCH. & MECH. DRAWINGS. ADD FLOOR TRUSSES AS REQ'D. TO AVOID CONFLICTS W1 MECH. SYSTEMS, AND MAINTAIN 24" O.C. MAX. BEAM HEADER SCHEDULE 2 2 X 8 2 2 X 10 O 2 2 X 12 O 3 — 2 X 12 O3 1/2 X 9 1/4 PSL. O3 1/2 X 11 1/4 PSL. 3 1/8 X 12 G.L. O3 1/2 X 14 PSL. 11-24-99 ISSUE FOR I.F,C. AND PERMIT IU—dtJ—'9V ISSUL t UKI<LVILW AND tjKILINU KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM WALTER ARCHITECTS, 111C. 5599 SAN FELIPE, SUITE 500 HOUST04, TEXAS 77056 TELEPHONE 711ID50,6575 FACSIMILE 713,850.8242 E—MAILi OFFICE P0Ir-"WALARCH.00", TMsir ..................... BRAD L CRANE .................... 44891 It CONSULTING ENGINEERS CORPORATE OFFICE 10101 WrNWEST FREEWAY, SUITE 600 HOUSTON, T EXAS 77074 ORLANDO, FLORIDA (502) 426-6789 713/779-72'2 * 143-422-7252 * FAY: 713/779-1173 (407) E93-1520) "wip"01 NIT RES S!"M IS DM,=7 4 M1.34,1T r7r.'}T r7l STATED V", SSI!TT In I PROJECT NO, 969/19471 PRAWIrlf,; NAI 12 -3- n) 4, 17 1 S31 1/8 9 =1 JF-00 FLOOR [ MiUNIM P1.11.11 2nd- F -00B I o' CO"YRIGHT im rm:v,,.m. Vf,LTEP trCHITECTS, Im SHEARWALL NOTES: - DENOTES SHEARWALL TYPE & LEVEL 1-11, - DENOTES HARDWARE TYPE & LEVEL 1.) ALL ` SHEARWALL TYPES & HARDWARE CALLOUTS ARE AT FIRST LEVEL U,N.O. 2.) ALL HARDWARE TO BE 'SIMPSON' OR EQUAL. 3.) RE: SHEET S8-2 FOR SHEARWALL ANCHORAGE SCHEDULE & NOTES. 4.) SHEATHE ENTIRE WALL BEFORE CUTTING OUT OPENING. 5.) ALL INTERIOR GYPSUM WALLBOARD MUST BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE ON SHEET S8-1 (U,N,O.) 6.) ALL EXTERIOR GYP SHEATING MUST BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE ON SHEET S8-1 (U.N.O.) 7.) * = DENOTES TO ALIGN HOLDDOWN W/STRAP ABOVE. 11-24-99 ISSUE FOR I,F.C, AND PERM11T 10-28-99 ISSUE FOR REVIEV V41) MICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM VALTER ARCHITECTS, IPIC. 5593 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77055 TELEPHONE 713,850,8575 FACSIMILE 713.850.8242 E- lAIL, OFFICE @ POPWALARCH.COM ri �P�E •OFF r. *: .. BRAD L CRANE ............. a' 44E •4 e CONSUI.TING ENGINEERS `SS1c,�4 COFPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 6 0 L0:�1 "i , trN1i:"KY HOUSTON, TEXAS 77074 CPUNM FiO7IaA (502) 425-67E9 713/779-7252 • i-EX-422-7252 • FAX: 713/779-1173 (407) E?3-6200 [ "„ 2 MS SIFT IS DETE VMT'?tI S ffu r sl.mr f^-I PROJECT NO. 959/19471 DRAW!NC NA' 12-3-94 4: 171S41 h'ehenR�sC P .11H lob FLOOR1�£3•= I�-a• . CO^YRTGtIT CC rns f^Ommi VALTER AI~'CI'ITe CTS, IN''. I- 11 f v SHEARWALL NOTES, DENOTES SHEARWALL TYPES LEVEL Fil - DENOTES HARDWARE TYPE. & LEVEL 1.) ALL SHEARWALL TYPES & HARDWARE CALLOUTS ARE AT FIRST LEVEL U,N,O. 2.) ALL HARDWARE TO BE 'SIMPSON' OR EQUAL.' 3.) RE; SHEET S8--2 FOR SHEARWALL ANCHORAGE SCHEDULE & NOTES. 4.) SHEATHE ENTIRE WALL BEFORE CUTTING OUT OPENING. 5.) ALL INTERIOR GYPSUM WALLBOARD MUST BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE ON SHEET SS-1 (U.N,O,) 6.) ALL EXTERIOR GYP SHEATING MUST BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE ON SHEET S8-1 (U.N,O,) 7.) * = DENOTES TO ALIGN HOLDDOWN W/STRAP ABOVE. 11-24-99 ISSUE FOR I,F,C. AND PERMIT 10-28-99 ISSUE FOR REVIEW AND P2ICIhu KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM FALTER ARCHITECTS, I11C. 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 77056 TELEPHONE 713.850.8575 FACSIMILE 713.850,8248 E-MAID OFFICE @ POPWALAF:CH.00M �R(E ......�F4. w ......................... GRAD L CRANE ...r 4,6 891 4 CONSULTING ENGINEERS",%;R�'1' CORPORA? OF'f fC.E lr 2 10101 SOUTHNEST Fr__E`NAY, SUITE EnO LOT117":j, wv'u 14Y HOUST04, TEXAS 77074 v,-Akmn, fLuoh (502) 425-6789 713/779-7252 0 i 1-2v-422-72�2 0 FAX: 713/779-1173 (407) 89342010 j T17S SIEET IS i " I VITInff r7M.1.1r2l STP.Trr r s,7:u r i PROJECT NO, 969/19471 _0. C07'Y IG14T . isTc rol IIf!, �I LTER t=FC° 4STF CT1 , I>. ET'�.y`1.a�1"�.t^^'*MA"p^Y ?c'r.,k:'v",n'^R.s ., .: .. vAa*,•asrt+"n:yyespm....,v.,,.,, ,.w<.w.,:...,q DRAWING NAVE 9471S42 12-3-91, 4:11PO Ro�zchenuxC a 0 4AU F\N' 1 cFRJ @Y LK V.V. W/LUS26 HANGER @ EA. END BEAM / HEADER SCHEDULE NOTES: 1 2 - 2 X 8 1.) ROOF TRUSSES TO BE 0 24"o.c, (MAX.) 2 2 — 2 X 10 2.) SHADED WALLS INDICATE INTER°OR LOAD BEARING WALLS. 3 2 — 2 X 12 4 3 — 2 X "l2 3.) OVERLAY FRAMING, IF USED, TO BE 2 X 6@ 24"o.c, (MAX.) W/ 2 X 8 5 3 1/2 X 9 1/4 PSL. RIDGE (OR ROOF TRUSS VALLEY SET). 6 3 1/2 X 11 1/4 PSL. 4.) G.T. = ROOF TRUSS GIRDER 7 3 1 /8 X 12 G.L. 5.) ' FASTEN ALL ROOF TRUSSES AT ALL BEARING POINTS ACCORDING TO THE FOLLOWING SCHEDULE: —ROOF TRUSSES TO TOP PLATE: 1-H5 CLIP @ EA. TRUSS —TOP PLATE TO STUD: 1--H5 CLIP Q 48" O.C. 6.) FASTEN STRUCTURAL HEADERS/ BEAMS 0 ROOF TO STUD BELOW ACCORDING TO THE FOLLOWING SCHEDULE: UNO. A.) FOR HEADER/ BEAM SPAN FROM , 3 TO 8, USE CS 16 W/ 6-10d NAILS INTO STUD & 6-10d NAILS INTO HEADER/BEAM. B.) FOR HEADER/ BEAM SPAN GREATER THAN 8' AND ALL GIRDER TRUSSES, USE CS16 W/ 11-10d NAILS INTO STUD & 1 1-10d NAILS INTO HEADER/ BEAM OR GIRDER TRUSS. 7.) DESIGN TRUSSES @ FUTURE ELEVATOR LOCATION FOR OVERUN. 12'-0" MIN. ABOVE FINISH FLOOR Q 2nd FLOOR, SEE HATCHED AREA ON PLAN, X ., 1 8.) SHADED ARE TO BE ATTIC STORAGE. 11-24-99 ISSUE FOR I,F,C. AND PERMIT 10-28-99 ISSUE FOR REVIEN AND PRICING KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATIDN, TEXAS owl POPHAM WALTER ARCHITECTS, I11C. 5599 SAN FELIPE, SUITE 500 HOUSTOJ, TEXAS 7705E TELEPHONE 713.850.8575 FACSIMILE 713,850.8242 E—MAILa 07FICE P PO?WALARCH.COt1 A� APE OF BRAD BRAD L CRAh� ......................... 4489 CONSULTING ENGINEERS �s�•'• it1. CORPORATE OFFICE' 10101 SOUTHWEST FREEWAY, SUITE t;00 Lol"'T' ldl, XCNIUM HOUSTON, TEXAS 77074 OFLAW'D'O FLOMDA (502) 426-6789 713/779-7252 • 14M-422-7252 • FAX: 713/779-1173 (407) B93-6200 I TI "S V ME IS >u " =,; 1�'iTt "JT r" " . TID I STATED r� I S' 77 f -1 PROJECT NO. 969/19471 L[�. 11B•-1`—G" C;r.2ysags-!';T C 1�3^L' PC" V..11 VALTEP tr, 'HITE'CIZ-, 1": .,.........--........ - E'""•x+y.ire^Mm..'.w..�a,...'^,me^+*wa..:, r_.,-..e..s.,.»e�.�.r.w.a+r,re:...t.�+.....><• . .. — GER LIEU FIVVF\ JVIJI @•Y G't O.C. F1.00%01FHOA,v. 'A'' A 17 1 SORORITY HOUSE. fl =11C - T-o' f, CANTILEVEF BY TRUSS ' BEAD CA�!T. TRUSS at STEEL BEAM FLOOR SHEATHING 16d NAILS © 6" O.C. U.N.O. BRICK SEE ARCH. FLOOR SHEATHING EDGE NAILING BALCONY TRUSS SEE PLAN z IBEAM - SEE PLAN `- 1" MAX. SPACING --- SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN / BEAM -' SEE PLAN FLOOR JOIST SEE PLAN NOTE: SEE MECH. DWGS, FOR DUCT LOCATIONS IN THIS AREA. 16Yi TRUSS BEARI""q'Gat STAIR LANDING �� STEEL BEADS ERAS 1 0 INTO STEEL COL. S TYP. BOTH SID =v-- �TYP. BOTH SIDES PLATE -W/HEAVIER LOAD TO EXTEND THRU COLUMN SECTION "D" FLOOR SHEATHING (TYP.) ------- - --- ---- —: __._ ------a-- _ 2X CONT. NAILER STAIR CONST. VJ/ 1 0 'BOLT SEE ARCH. @ 24" O.C. STAGGERED & --- - -- COUNTERSUNK (TYP.) EDGE NAILING (TYP.)--\ SEE PLAN THA422 HANGER - TRUSS MANUFAC, TO VERIFY HANGER DIMENSIONS (TYP.) FLOOR TRUSS SEE PLAN CENTERED BETWEEN END WELC BEAM SEE PLAN 3 16 EA. END, JB28 --� H ___----------------- EA EN --------- -----1 EA. END JL - BEAM SEE PLAN 8---�TYP. BOTH SIDES J PLATE W HEAVIER LOAD BEYOND �� TO EXTEND THRU COLUMN STAIR CONST. SECTION "C" SEE ARCH. W I R SPLICE LENGTH PER SCHEDULE SPLICE OVER DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION NOTEz PER SCHEDULE - STAGGERED 1. SEE SHEET 58-2 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING .REQUIREMENTS AND SHE1',R�^BALL LOCATIONS. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' 1'-4" 6-16d LESS THAN 10' 1'-4" 4-16d NOTE: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. TYPICAL TOP PLATE SPLICE FLOOR SHEATHING TRU <3X3X1/4X1'-4" LONG SEE •PLAN _ _ -�- ,L _ 5EE PLAN EA. SIDE OF BEAM WEB ---------- --- ---------------- SINGLE C SHEAR CONNECTION 1 /4"X6" R W/ 2-3/4" 0 A325N BEAM BOLTS (TYP.) SEE PLAN STEEL FRAMIII'G at STAIR LAIDI€ 11 3 STEEL BEADS ERAIIG INTO STEEL COL. 7 TRUSS at I FLOOR SHEATHING ,.--- ��----�TYP. BOTH SIDES TRUSS SEE PLAN TRUSS FLOOR FRAI'VIIING at BALCONY (14J TRUSS TO STEEL BEAN CONNEC. 10 2 STEEL BEANS FRAMII"M'G INTO STEEL COU6 J SECTION "B" FLOOR SHEATHING i FLOOR TRUSS SEE PLAN 1 � 1 QLl L-� Imo- _ XI TRUSS BLOCK SEE 6/S7-2 BEAM SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN 16d NAILS @ 6" O.C. U.N.O. SEE STUD SCHEDULE AND BRICK SEE ARCH. SHEARWALL SCHEDULE AS NOTED ON PLAN FLOOR SHEATHING EDGE NAILING BALCONY TRUSS SEE PLAN 101 FLOOR SHEATHING - FLOOR TRUSS SEE PLAN _ E 1/2" WOOD STRUCTURAL TRUSS BLOCK PANEL W/ 10d NAILS SEE 6/S7.2 @ 3" O.C. @ EDGE AND NTERIOR SOLID BLOCKING SEE STUD SCHEDULE AND A35F CLIP © SHEARWALL SCHEDULE AS EA. TRUSS BLOCK NOTED ON PLAN l 1 Q13J VVOO ELOR ERAI~� �� ri�� BALCOI��. DRAMNO NAMC 94'1S71 12-3—e9 4:10PM RCS' eouxC Z T IA^.. ATr1C AI VG SEE PLAN —�TYP. BOTH SIDES "A" SECTION "A" 0 D TO STEEL BEAM CONIVIEC. `9�1 STEEL BEAM FRAMING 11\1O STEEL COL.( rGear or FLOOR r�rre�r,. Lvrw ucr-vvivu YY/-1LL SEE STUD SCHEDULE NT. BEARIIIIG WALL ■ TRUSS 2 X BAND EXT. WALL r� r�nr-� r� ,reri u•,r. J WALL SEEVSTUD SCHEDULE TRUSS at EXT. BEARIINI.(031 VVALL FLOOR TRUSS SEE PLAN' 11-24-99 ISSUE FOR ILF,C,: AND PERMIT 10-28-99 ISSUE FOR REVIEW! AND PRICING 3 _.P.._ KAPPA DELTA SORORITY HOUSE UNIVERSITY OAKS BOULEVARD COLLEGE STATION, TEXAS POPHAM WALTER IiRCHITDCTS, IiIC. r 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 7705 TELEPHQN!: 713.850,8575 FACSIMILE 713,850.e242 E-h4.'�ILI Q -FICE 6 POrWA,LARZCH,CO"! �P�E •°F. r• ., m c . . BRAD L CRANE ................. ,..., 44 !?91 CONSULTING ENGINEERS y sS/ONAi' ' �E ✓; C 1 CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE 600 ► 074 XEN l.lcq HOUSTON, TEXAS 77074 Or!PIDO, 171-02'DA (502) 426-6789 713/779-7252 • 1-1,1"0-422-7252 • FAX: 713/779-1173 (407) 893-62^^ r— rr TFTS S" IS r-'GC` IXTE VITMT I "E '" TI'"1 Si61IED C t'''ET f -1. 1 PRDJECT NO. 969/19471 CC7'YR'l%I.IT O 1990 P07W-1 WALTEi? FPCHITEG'TS, I`- BALCONY TRUSS SEE PLAN x 3 1 /4" O LAG SCREWS — 24" O.C. SAP TRUSS 1" CENTER TRUSS -� ON COLUMN COL. BEYOND SEE PLAN TRUSS BLOCK SEE 6/S7-2 FLOOR SHEATHING —� FLOOR TRUSS SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN 1 /4X3X3XO'-5" LONG BENT F- W/3-1/4" O LAG SCREWS TS 4X2X1/4 CONT. TOP RAIL /TYP. @ VERTICAL GUARD RAIL MEMBERS 2-15/16" BENT FE CONT. COORD, W/ GUARDRAIL AND CONCRETE TOPPING SEE ARCH. I 1 8 3-12 1�2 SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN I SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN TRUSS BLOCK SEE 6/S7-2 FLOOR SHEATHING 16d NAILS SEE `SHEARWALL �— SCHEDULE U.N.O. FLOOR SHEATHING EDGE _OOR SHEATHING NAILED TO 2X BAND CON SEE FLOOR TRUSS SEE PLAN 2X CONT. BAND SPLICED FLOOR TRUSS W/ CS 16 W/ 1 1-10d SEE PLAN NAILS IN EACH END SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN o/ u�nm SE PLAN NOTES: 1. TRUSS BLOCK MAY CONSIST OF EITHER A WOOD STRUCTURAL PANEL OR PREFAB TRUSS BLOCK — INSTALL AND FASTEN AS SHOWN U.N.O. 2. TOP CHORD OF WOOD STRUCTURAL PANEL MUST BE VERTICAL n WHEN INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE TOP CHORD MAY BE, VERTICAL N OR HORIZONTAL [ED. 3. TRUSS MANUFACTURER TO DESIGN PREFAB TRUSS BLOCK FOR LATERAL FORCE AS NOTED BELOW".. FASTEN TOP CHORD OF PANEL IN ACCORDANCE W/ BOTTOM PLATE NAILING OF SHEARWALL ABOVE. SEE PLAN '-6" LONG E 11/S7.1 REQUIREMENTS .'� TRUSS MFGR. TO DESIGN PREFAB TRUSS PANEL FOR .( i 1.2 KIP LATERAL LOAD. FASTEN BOTTOM CHORD OF SOLID 2X BLOCKING AT �' PANEL IN ACCORDANCE W/ EACH EDGE OF WOOD �' BOTTOM PLATE NAILING OF . STRUCTURAL PANEL. .' SHEARWALL BELOW. � -- FASTEN BOTTOM CHORD OF VERTICAL BLOCKING MAY �'' .� '� '� PREFAB TRUSS PANEL W/ BE OMITTED WHERE WALLS 3/8" OR 1/2" SOLID WOOD (3) — SIMPSON LTP4 ANCHORS. ABOVE BLOCK ARE NOT STRUCTURAL PANEL W/ 10d BEARING AND PANEL NAILS AT 3" O.C. AT ALL EDGES. HEIGHT IS 16" OR LESS. WOOD STRUCTURAL PANEL TRUSS BLOCK PREFAB TRUSS BLOCK NOTE: VENEER ANCHORS SHOWN IN THIS DETAIL SHALL BE USED ON ALL BRICK VENEER ELEVATIONS ABOVE 30'-0" TO ROOF. i M, go"'KIN �--- 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. FLOOR SHEATHING EDGE 1 16 NAILED TO 2X BAND 1 EQUAL SPACED (6 TOTAL) `— 2X CONT, BAND SPLICED W/ CS 16 W/ 1 1-1 Od NAILS IN EACH EN FLOOR TRUSS SEE PLAN FR J" FL A 1 _a 1QR,es":!NG 0PE:. 947IS12 ��gwtlwmwl -am] - "914 DW-10HS VENEER ANCHOR ® 16" O.C. EACH WAY #10X3" LONG SCREW INTO VERTICAL STUD BRICK VENEER WALL SHEATHING SEE PLAN 2X STUD WALL 1 " EQUAL SPACED (6 TOTAL) LAP JOINT FILLET WELD ''�""V V L 1 V� 1HAI'*,\'G,,ER 1IN 1/2" WOOD STRUCTURAL PANEL NAILED W/ 10d 1 NAILS @ 3 O.C, @ ALL PANEL EDGES. 1 i 1 I FLOOR SHEATHING (I i i I I FLOOR TRUSS SEE PLAN 1 l I 1 i i I � (ALTERNATE) FLARE BEVEL GROOVE WELD EGA 9 100—INA ig il 4m Am -S SEE SHEARV -E U.N.O. )OR SHEATHING ALIGN FLOOR TRUSS W/ SHEARWALL OR A35F CLIP O.C. STUD SCHEDU SHEARWALL iEDULE AS NOT PLANS L 5 SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN • 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. FLOOR TRUSS SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN TRUSS BLOCK SEE 6/S7-2 FLOOR SHEATHING -� FLOOR TRUSS SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN 16d NAILS SEE SHEARWALL . SCHEDULE U.N.O. FLOOR SHEATHING EDGE NAILED TO 2X BAND FLOOR TRUSS SEE PLAN 2X CONT. BAND SPLICED W/ CS16 W/ 11-10d NAILS IN EACH END SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON .PLAN FLOOR FRAMING ABOVE SHEARWALL 4. 16d NA., SCHEDU TRUSS FLOOR SHEATF FLOOR TRU SEE PLAN (CANT. AND -E AS FLOOR TRUSS SEE PLAN (CANT, 3A) I NQTE: AL 1. SEE SHEET 58-2 FOR ADDITION SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEARWALL LOCATIONS, SHEARWALL SCHEDULE AS 11-24-99 ISSUE FOR I.F,C, AND PERMIT NOTED ON PLAN -- ,,, 10-28-99 ISSUE FOR REVIEW! AND PRICItIC FLOOR FRAI'villING ABOVE S �- KAPPA DELTA SEE STUD SCHEDULE AND SORORITY SHEARWALL SCHEDULE AS HOUSE NOTED ON PLAN 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. UNIVERSITY OAKS BOULEVARD COLLEGE STATION, 'FEXAS 1/2" WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS @ 3" O.C. © ALL PANEL EDGES. 16d NAILS IN ACCORDANCE WITH B0TTOIJ 'PLATE NAILING OF SHEARWALL BELOW. FLOOR SHEATHING Wol gill FLOOR TRUSS / SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN POPHAM WALTER -- ARCHITECTS, IFC. TRUSS at EXT. SHEARWALL (0- TRUSS BLOCK SEE 6/S7-2 A35F CLIP © EA. —� TRUSS BLOCK NOTE: BALCONY FRAMING NOT SHOWN AT SIMILAR SECTION FOR CLARITY TRUSS SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN 16d NAILS SEE SHEARWALL SCHEDULE U.N.O. FLOOR SHEATHING FLOOR TRUSS SEE PLAN SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN E'7T .BEAl I 5599 SA,N FELIPE, SUITE 5CC H73USTON, TEXAS 77030'> TELEPHONT 713,CZO,6575 FACSIMILE 713.650.0242 E—MAIL, 01"FICE P PO^WALAr CI-I,C0!l "",•,�.......................... EIRAD L CR/ir_ ........................... CONSULTING ENGINEERS Ig CORPORATE OFFICE 10101 SOUTHWEST FREEWAY, SUITE E00 M E UL KCNTUC!(Y HOUI,TON, TEXAS 77074 OP F (502) 41.6-6789 713/779-7252 • i VO-422-7252 • FAX: 713 779-1173 ""*-- T"III SI'II IS I" "LETE vtll SST Ir"` E",TT'Tr,T"C . c T PROJECT NO. 960, /1. 7 I CU`�YI~.�f'FT 19:? F3PF►^* �'t' T�"F',!" ` f 4-16d NAILS TYP. 'E' cTYPE 10d NAILS © 4" o.c. (TYP.) SHEARWALL 2 X 6 BLOCK 2-16d NAILS (TYP.) 2 -X 4 2X4 ANGLED © 45• ROOF SHEATHING SEE PLAN EDGE NAILING ROOF TRUSS 2X6 BLOCKING BEYOND 2X4 BLOCKING TOP PLATE 2 X 4 1�4-16d 1 EA, DIRECTION CLIP TRUSS BLOCK 2 X 6 BLOCK SEE PLAN SEE 6/S7.2 ROOF TRUSS H5 CLIP DBL. TOP PL. NOTES SEE PLAN (TYP.) _ A35F" CLIP . , EA. BLOCK . . • P L SEC110 WOOD BEAM A TYP. FULL LENGTH OF BUILDING ARTIAI BRACING. c ROOF TRUS4 16d © 12" O.C. CONT. STIFFENER SEE SCHEDULE SECTION! "C' (3)-10d NAILS (TOE NAILED) (TYP.) GABLE END ROOF T SEE TRUSS SHOP D (9) TRUSS TO BEAI`v11 CON��ECTION ROOF RAFTER SEE PLAN . JIST SEE PLAN B 2X6 BLOCKING A34 CLIP CS16 W/(4)-8d NAILS ROC EA END OF STRAP RUSS -t .. A34 CLIP 2 2X BRACE AS (4)16d NAI RAWINGS REQ'D. (SEE SCHEDULE) BRACE TO «, 2X DIAG. 'B (SEE SCHE 1 1 R0%F/TRUSSES �� 2X6 BLOCKING ' 2X DIAG. 1 C — 1 BRACE 1 2X6 BLOCKING 1 i 6 1 A34 CLIP 1 i CS113 W/(4)-8d NAILS A EA. END OF STRAP S�C110N "B1 ROOF DECK 4)-16d NAILS BRACE TO BLOCKING) I CS16 STRAP W/ (4)-10d NAIL EA. END GABLE END ROOF TRUSS 2X DIAG. SEE TRUSS SHOP DRAWINGS BRACE (4)-16d NAILS (BRACE TO BLOCKING) ROOF TRUSS CS16 STRAP W/ (4)-10d NAIL EA. END H5 CLIP . 2X6 BLOCKING TOP PLATE SECTION AAA GABLE EINID D c "'AAll i NI N �j 17 1 C 7 3 X6 BLOCKING LS BLOCKING) RACE ,@ 24" O.C. DU LE) 1 TO 1 1/2 ROOF TRUSSES '-- 3)-10d NAILS �— GYP. BOARD CEILING TOE NAILED) SEE ARCH. 2X6 BLOCKING — H5 CLIP (TOP PLATE TO 2X BLOCKING) STUD: SEE STUD SCHEDULE ETAIL GABLE END VERTICAL STIFFENER BRACE TYPE VERTICAL LENGTH NONE 5'-0" OR LESS 2X4 .5'-1 of TO 9'-0" 2X6 9'-1 " TO 14'-0" SECTION of ROOF "�OF SHEATHING EDGE NAILING ROOF Ti A35F CLIP JD SCHEDULE ALL SCHEDULE ON PLAN INTERIOR EXTERIOR ALTERNATE TO DETAIL 4 ROOF SHEATHING EDGE NAILING i NAILS @ 4" 0.1 16d NAILS @ 4" O.C. ROOF TRUSS 16d NAILS @ 4" O.C. (NOTE: 24" O.C. MAX. SPACING) CONTINUOUS 2X SEE STUD SCHEDULE At SHEARNOTED �rON PLANEDULE I DIAG. BRACE SCHEDULE BRACE TYPE MAX. BRACE LENGTH 2X4 6'-0" 2X4 W/ BRACE @ MIDSPAN 10'-0" 2X6 W/ BRACE ® MIDSPAN 13'-0" 2X6 W/ CONT. T BRACE 17'-0" ROOF TRUSS nSHEARWALL EXTERIOR TRU SE! SEE STUD SHEARWALL N( M f\t1(- ["1 If ATI II\1("` 1. SEE SHEET S8-2 FOR ADDITIONAL SHEATHING, BLOCKING, AND NAILING REQUIREMENTS AND SHEAR4'E'ALL LOCATIONS. WOOD TRUSS WOOD SHEAR VMLI.110110 1 S7-3 PREFAB. TRUSS BLOCK ROOF SHEATING EDGE NAIL DESIGN FOR 400# HORIZONTAL LOAD SEE 6/S7-2 X x —r--1 ROOF TRUSS Ix TOP PINE CLIP SEE A35 CLIP ROOF NOTES © 24" O.C.mm IN LIEU OF WALL OR SHEAR WALL FLAT BLOCKING SEE PLAN & SCHEDULES 11-24-99 ISSUE FOR I,F,C, ANIi PERMIT M"Tz_ 10-28-99 ISSUE FOR REVIEW/ AND PRICIN - I*A-Vtilill� 1 , I! � I I um*4 "M F0101 1 0 EDGE ROOF TRUSS WALL OR SHEARWA SEE PLAN OR SCI- EDGE ROOF TRUSS 2X BLOCK WALL OR SHEARWP SEE PLAN OR SCt- TYPiC,.AL _ KAPPA DELTA SORORITY HOUSE LOCK UNIVERSITY OAKS BOULEVARD 7-2 COLLEGE STATION, TEXAS .C. CLIP ARRANGEMENT �I j BLOCKING NOT SHOWN FOR CLARITY POPHAM WALTER AR, CIIITECTS, IIsC. 5559 SAN FELIPE, SUITE 5CQ HOUST0.% TEXAS 7705E TELEPHONE 713.850,8575 FACSIMILE 713.851,e242 TRUSS BLOCK E—N1IL� CIFFICEP POPI�ALA�'CH.CGf SEE 6/ S7.2 \ • • 4 J BRAD L CEO"'Er CONSULTING ENGINEERSSaJa " CORPOFATE OFFICE 10101 SDitTH''rrST F1tEEt4AY, 5011E li0fl LCIlUIL1E, KENTUCKY HOUSTON, TEXAS 77074 f nNC^ Fi (562) 426-6789 713/779-7252 • 1—V)-422-7252 • FAX: /13/779-1 73 (�,, huuF 131.(".); D"' E"I �•- AJ i I L PROJI✓CT NO. 969/197l .�W p,,..,..... '� �+7 .. '� ne t 0= CO, yPIGHT @ 199_. PO � A!1 W LTEf, ALTERNATE TO DETAIL 1 GEN��A1,. NOTE; 1 , THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBLITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. DESIGN CRITERIA CODE ............................... SBC '94 WIND SPEED .... ........................80 MPH SEISMIC ............................................... N%A DESIGN LOADS LIVE LOAD DEAD LOAD UNIT FLOOR 40 25 BALCONY 100 25 PUBLIC AREAS & CORRIDORS 100 25 ROOF 20 15 ATTIC/STORAGE 30 15 WOOD FRAMING SPECIFICATIONS 1. WOOD FRAMING SIZES, VERTICAL FRAMING, HORIZONTAL FRAMING, FIRESTOPS, ANCHORAGE, FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER LOCAL BUILDING CODE MINIMUM REQUIREMENTS. 2, A) WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE 15/32" THICK STANDARD C.D. EXPOSURE 1, PANEL INDEX 32/16 CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE —TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 6d COMMON NAILS, FOR THICKNESS OF 1/2 INCH AND WITH 8d COMMON NAILS FOR 5/8 INCH, 3/4 INCH, AND 7/8 INCH THICKNESS. C) NAILING SHALL BE AS SHOWN ON WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE PLAN (SHOWN ON THCS SHEET). 3. A) WOOD STRUCTURAL PANEL FLOOR SHEATHING SHALL BE 32/16" THICK T & G EXPOSURE 1, PANEL INDEX 48/24 CONFORMING TO. U.S. PS-1 AND STAMPED WITH APA GRADE —TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 6d COMMON NAILS, FOR THICKNESS OF 1/2 INCH AND WITH 8d COMMON NAILS FOR 5/8 INCH, 3/4 INCH, AND 1 1/8 INCH THICKNESS. C) NAIL SPACING SHALL BE SIX INCHES ON CENTER AT PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 4. ALL STRUCTURAL LUMBER SHALL BE S.Y.P. OF THE FOLLOWING MINIMUM GRADES AND ALLOWABLE STRESSES OR EQUIVALENT AS PER NATIONAL FOREST PRODUCTS ASSOCIATION. STUi RE: STUD SCHEDULE- JOIST STRUCT. GRADE NO. 2 fE&k, 2"-4" THICK STRUCT. GRADE NO. 2 POSTS STRUCT. GRADE NO. 2 PATE STOCK STRUCT. GRADE NO. 3 — ALL FLOOR JOIST BRIDGING TO BE PER LOCAL CODES OR AS SHOWN. — GLU—LAM MEMBERS SHALL BE COMBINATION 24F WITH Fb = 2400 PSI. — PSL. MEMBERS SHALL MIN. Fb = 2900 PSI. & MIN. Fv = 290 PSI, 5. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING AGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE TREATED LUMBER. GENERAL WOOD FRAMING NOTES 1, FRAMED OPENINGS FOR OPENINGS LESS THAN 4'-0" WIDE, USE 1— TRIMMER AND 1— KING POST EACH END. FOR OPENINGS 4'-0" OR WIDER, USE 2— TRIMMER AND 1— KING POST EACH END. U.N.O. 2. PROVIDE A CONTINUOUS TIE ACROSS BUILDING WITH STRONGBACKS ON ALL JOIST SPANS OVER 7'-6" AND TWO <STRONGBACKS ON ALL JOIST SPANS OVER 15'-0" PERPENDICULAR TO JOISTS AND NAILED TO EACH JOIST, 3, BRIDGING. MAXIMUM AT 8'-0" FOR SPANS OVER 10'-0", METAL CROSS, WOOD CROSS OR 2" SOLID WOOD. 4. PROVIDE COLLAR TIES OF 1X6 BOARDS AT UPPER 1/3 DOWN FROM RIDGE BEAMS SPACED 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING) 5. PROVIDE PURLINS OF THE SAME NOMINAL DIMENSIONS AS RAFTERS UNDER ALL RAFTER (HORIZONTAL) SPANS OVER (7'-6" FOR 2X6, 10'-0" FOR 2X8, 12'-8" FOR 2X 10, 15'-6" FOR 2X 12) AND BRACE T+0 PARTITIONS AT 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING). 6, PROVIDE DOUBLED JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL WITH JOIST SPAN: SPACE AND BLOCK IF PARTITIONNS ABOVE IS A PLUMBING WALL. 7. PROVIDE SOLID BLOCKING AT 12" O.C. BETWEEN JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL TO THE JOISTS BUT NOT DIRECTLY OVER THE JOISTS. BLOCKING SHALL BE NOT LESS THAN 2" IN THICKNESS AND SHALL MATCH THE DEPTH OF THE JOISTS. TRUSSES MAY USE TRUSS BLOCKS. 8. THE NUMBER OF ';ALL STUDS AT BEARING POINTS OF 2X MEMBER BEAMS SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE. ALL MANUFACTURED WOOD BEAMS SHALL HAVE 3 STUDS MINIMUM AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). GIRDER TRUSSES SHALL HAVE 3 STUDS MINIMUM; OR 1 STUD MORE THAN THE NUMBER OF PLYS AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). THE CENTERLINE OF THE BEAM AND GIRDER TRUSS SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS OR POST, THE SUPPORTING "WALL STUDS OR POST SHALL CONTINUE TO THE FOUNDATION WITH INTERMEDIATE SUPPORTS "THROUGH FLOOR (BETV'VEEN UPPER WALL BOTTOM PLATE AND LOWER WALL TOP PLATE. 9. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED BY APPROVED HANGER. 10. ALL 2X4 (MIN.) CHIMNEY CONSTRUCTION TO BE SHEATHED WITH 1/2" EXTERIOR WOOD STRUCTURAL PANEL. 11. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. 12. EXTERIOR WALLS AT VAULTED CEILINGS SHALL BE BALLOON FRAMED. 13, CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THIS BRACING SHALL REMAIN UNTIL THE SPECIFIED SHEARWALLS ARE TOTALLY INSTALLED. EL_ WOOD TRUSS SPECIFICATIONS NAILING SCHEDULE 1. FIBERBOARD SHEATHING MAY BE STAPLED USING 16 GA GALVANIZED STD=.PLES 1 1/8 LON FOR 1/2' SHEATHING AND 1 1/2" LONG FOR 25/32" SHEATHING. STAPLES TO HAVE MIN!MU`;4 1.1 SCOPE: CONNECTION FASTENER NUMBER OR SPACING CROWN OF 7/16" AND SPACED 3" O.C. AT EDGES AND 6" O.C. AT 0TH R BEAtit r, A. TRUSS DOCUMENTS TO INCLUDE 1) SEALED LAYOUTS, SEALED PROFILES &CALCULATIONS & JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 2. DRYWALL NAILS SHALL CONFORM TO ASTM C514. TRUSS BLOCKING REQUIREMENTS. JOIST TO SILL OR GIRDER, .TOE NAIL 8d COMMON 3 2 3. SIDING APPLIED TO 5/8" NET WOOD SHEATHING, 15/32" WOOD STRUCTURAL PANEL OR 1/2" BRIDGING TO JOIST, TOE NAIL EACH END 8d COMMON PARTICLEBOARD SHEATHING, B. PROCEDURES FOR LEDGER STRIP 16d COMMON 3 AT EACH JOIST 1) INSTALLING, SECURING BRACING ETC,, OF ALL TRUSSES. � 1X6 OR LESS SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 2 4. CORROSION RESISTANT NAILS SPACED 6" O.C. AT EDGE AND 8" O.C. AT INTERMEDIATE .. ' OVER -1 X6 SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 SUPPORTS. NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF 3/8„ . 1.2 SHOP DRAWINGS: 2 INCH SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 16d COMMON 2 5. SIDING APPLIED 70 STUDS SPACED 16" O.C. MAXIMUM. A. INCLUDE THE FOLLOWING ON SUBMITTED SHOP DRAWINGS SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. 6. SIDING APPLIED DIRECTLY TO STUDS SPACED 24" O.C. MAXIMUM. . TOP .OR SOLE PLATE TO STUD, END NAILED 16d COMMON 2 7. USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/UNDERLAYMENT. ENEER RESPO� ,. FOR PREPARATIQN 1) STAMP AND SIGNATU@ OFGIN QF ALL TRUSS DESIG1 AND L YOI,jI 06WiNG,, STUD TO SOLE PLATE, TOE NAIL DOUBLED STUDS, FACE NAIL 8d COMMON 10d COMMON " 4 24O.C. 8. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND SHEATHING, 2) ALLOWABLE LOADS IN LBS/EFFECTIVE NAIL OR LBS/SQ. IN FOR LUMBER DOUBLED TOP PLATES, FACE NAIL 1 Od COMMON 16 O.C. IF USED, AND ALLOW MINIMUM STUD PENETRATION OF 1 1/2 INCHES. AND PLATES USED AS ALLOWED BY ICBO AND CURRENT ICBO REPORT TOP PLATES, LAP AND INTERSECTIONS FACE NAIL — 2— 16d OR 3— 10d NUMBER AND BY SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL. CONTINUOUS HEADER, TWO PIECES 16d COMMON �� COMMON 16 O.C. ALONG 3 STRESS REDUCTION FACTORS USED FOR PLATES. EACH EDGE STUD SCHEDULE: 4 TOP AND BOTTOM CHORD DESIGN LOADS IN PLF. 5 SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. CEILING JOISTS 70 PLATE, TOE NAIL 8d COMMON 3 (S.Y.P, STUD GRADE) CONTINUOUS HEADER TO STUD TOE NAIL 8d COMMON 3 6 LUMBER SPECIES AND GRADES USED, CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL — 3— 16d OR 4-10d 7 NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR COMMON AND PROJECT NAME AND LOCATION. CEILING JOISTS TO PARALLEL RAFTERSFACE' NAIL — 3— 16d OR 4— 10d 8) CONCENTRATED LOAD REQUIREMENTS HAVE BEEN DESIGNED FOR AND , COMMON SHOWN ON DOCUMENTS. RAFTER TO PLATE, TOE NAIL 8d COMMON 3 9) TRUSS CONNECTION HARDWARE REQUIREMENTS. 1 INCH BRACE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON 2 B. ALL _ TRUSS SHOP DRAWINGS MUST BE REVIEWED AND WRITTEN APPROVAL 1 X8 OR LESS SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 2 PRoyIDED. BAd (f j`ERAL CQNTRROTOR. PRIOR 7Q SUB !ITfAL OF Sj-IOP DRAWINGS OVER 1X8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON �� 3 BUILT—UP CORNER .STUDS 16d COMMON 24 O.C. TO STRUCTURAL ENGINEER. BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32" O.C. AT TOP C. ,SOP DRAWINGS & LMUTS ,CAN N EREVIEWED BY SCA WITHOUT SEA(, AND AND BOTTOM AND S G ERED 2 E DS EXTERIOR .FXTERL48 (� RI EXPOSURE TO WIND EXPOSURE TO WIND PARTITIONS OR PARTY 2 STORY OOF OR LOOR &PARTITION BEARING OF LOAD BEARING. FLOOR TRWALLS USS BEARRING. BEARING. 2nd FLOOR 2X4 @ 16" O.C. 2X4 @ 16" O.C. 2X4 @ 16" O.C. 1 st FLOOR 2X6 @ �16" O.C. 2X6 @ 16" O.C. 2-2X4 @ 16" O.C. 1-2X6 @ 16" O.C. 2X8 @ 16" O.C. 2X8 @ 16" O.C. 1-2X8 @ 16" O.C. _;X-VM Li IRE OLTRUSS COA�PANY E,UGINEE,ES ON ELL TRSJQ.Q VEERING SHEETS, TAG N AND AT EACH NOTE SEE ARCH, DWGS. FOR LOCATION OF DIFFERENT WALL SIZES, D. ALL TRUSSES MUST BE DESIGNED FOR UPLIFT LOADS. UPLIFT VALUES @ EACH SPLICE. MD CHEDULE NOTES; TRUSS BEARING POINT MUST BE SHOWN ON TRUSS ENGINEERING SHEET, 1. ALL VOLUME AREAS SHALL BE BALLOON FRAMED, 2 INCH PLANKS 16d COMMON 2 EACH BEARING „ E. SEE ATTACHED STUDS TO SOLE PLATE, END NAIL 16d COMMON 2 EACH END 2X4 @ 16 O.C. UP TO 14, WOOD STRUCTURAL PANEL AND 6d COMMON, 6" O.C. EDGES AND 2X6 @ 16" O.C. UP TO TO ;0 ; - 20�0 PARTICLEBOARD SUBFLOORING7 ANNULAR OR 12" O.C. 2X8 @ 16 O.C. UP 2.1 METAL GUSSET PLATES: ' - - "THE 15/32" 1/2" SPIRAL THREAD INTERMEDIATE 2. ALL SHEARWALLS SHALL HAVE STUDS @ 16" O.C. (MAX.) A. PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY RESEARCH COMMITTEE FOR THE ICBO". PLATES SHALL BE GALVANIZED OR OTHERWISE _ " 19/32 3/4 8d COMMON OR .� 6 O.C. EDGES AND 3. NON —LOAD SEARING INTERIOR PARTITIONS — RE: ARCH. PLANS. PROTECTED FROM CORROSION. 6d ANNULAR OR 12" O.C. B. MANUFACTURER'S NAME OR TRADEMARK SHALL BE VISIBLE ON PLATES. SPIRAL THREAD INTERMEDIATE STEEL LINTEL SCHEDULE FOR MASONRY OPENINGS 3.1 GENERAL; in, 1 1/8" 10d COMMON OR 6" O.C. EDGES AND A. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICBO EXCEPT THAT THIS 8d ANNULAR OR 6" O.C. MAXIMUM SPAN SIZESPIRAL SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICBO REQUIREMENTS. THREAD INTERMEDIATE 3'-0" 3 1/2 X 3 1/2 X 1/4 X 4'-0" B. FABRICATE TRUSSES FROM APPROVED SHOP DRAWINGS, 15/32", 1/2" 16 GA GALVANIZED WIRE STAPLES, 4" O.C. EDGES 7" O.C. AND 4'-0" 5 X 3 1/2 X 1/4 X 5'-0" C., FABRICATED TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE 3/8" MINIMUM �� CROWN 1 5/8 INTERMEDIATE 5 —0 " 5 X 3 1/2 X 5/16 X 6'-0- " FULL CONTACT AT JOINTS. LENGTH 8'-0" 5 X 3 1/2 X 3/8 X 9'-0" D. EACH CHORD SECTION SHALL EXTEND THROUGH TWO PANEL POINTS BEFORE 19/32", 5/8" 16 GA GALVANIZED /" O.C. EDGES BEING SPLICED. WIRE STAPLES, AND 4 9'-0" 6 X 4 X 3/8 X 10'-0- E. TRUSS FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMES PER YEAR 3/8" MINIMUM" CROWN 1 5/8 INTERMEDIATE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI LENGTH PROVIDE ROLLED STEEL ANGLE LINTELS @ ALL ARCHES. REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON WOOD STRUCTURAL PANEL AND PARTICLEBOARD -ROOF REQUEST. AND WALL SHEATHING 1/2" OR LESS 6d COMMON 6" O.C. EDGES AND F. TRUSS FABRICATOR SHALL SPECIFY HARDWARE REQUIRED AT TRUSS 12" O.C. CONNECTIONS. INTERMEDIATE G. TRUSSES TO BE DESIGNED PER TABLE 16--B (13)- (FIRE SPRINKLER STRUCTURAL 19/32" OR GREATER 8d COMMON 6" O.C. EDGES AND 11-24-99 ISSUE FOR LF.C, AND PERT SIT SUPPORT) 12" O.C. 10-28-99 ISSUE FOP, REVIEVIIJ� PREW'INS INTERMEDIATE H. ALL COMPONENT WEB MEMBERS REQUIRING LATERAL BRACING SHALL HAVE 2X T—BRACES UNLESS THE COMPONENT ENGINEER PROVIDES OTHER 5/16" — 1/2" 16 GA GALVANIZED WIRE 4" O.C. EDGES AND BRACING DESIGN & DETAILS. STAPLES, 3/8" MIN. CROWN 8' O.C. KAPPA DELTA LENGTH OF 1 PLUS WOOD INTERMEDIATE STRUCTURAL PANEL OR PARTICLEBOARD THICKNESS SnRnRITY WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE ROOF FASTENING ZONES(C) FASTENING SCHEDULE (inches on center) THICKNESS NAILS PANEL LOCATION 1/2- OR LESS 8d COMMON PANEL EDGE (a) 6 6 PANEL FIELD 12 12 12 19/32" OR GREATER 10d COMMON PANEL EDGE (a) 6 6 6 PANEL FIELD 12 12 12 (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS. (b) THE ROOF FASTENING ZONES ARE SHOWN BELOW. 19/32" — 3/4" 16 GA GALVANIZED WIRE 2" O.C. EDGES AND HOUSE STAPLES, 3/8" MIN. CROWN 5" O.C. LENGTH OF 1" PLUS WOOD INTERMEDIATE STRUCTURAL PANEL OR UNIVERSITY OAKS BOULEVARD PARTICLEBOARD THICKNESS FIBERBOARD SHEATHING COLLEGE STATION, TEXAS 1/2" 1 1/2" GALV. 3" O.C. EDGES AND ROOFING NAIL 6" O.C. AT OTHER 6d COMMON WALL BEARINGS 25/32 1 3 4" GALV 3" CAT AT EDGES ROOFING NAIL 6" O.C. AT OTHER 8d COMMON NAIL BEARINGS GYPSUM SHEATHING 1 /2" 11 GA 1 1/2" GALVANIZED 4" O.C. AT EDGES 7/16" HEAD 8" O.C. AT OTHER BEARINGS 5/8" 11 GA 1 3/4" GALVANIZED 4" O.C. AT EDGES 7/16" HEAD 8" O.C. AT OTHER GYPSUM WALLBOARD BEARINGS 1/2" 1 3/8" DRYWALL2 7" O.C. ON NAIL CEILINGS 8" O.C. ON WALLS 5/8" 1 1/2" DRYWALL2 7" O.C. ON NAIL CEILING POPH A M WALTER 8" O.C. WALLS PARTICLEBOARD SIDING ROOF FASTENING ZONES 5/16- _ 1/2„ 3 6d 4 ARCHITECTS, III C. 5/8" 6 8d HIP ROOF GABLED ROOF 3/4 8a 4' 4' 4' 4' 5599 SAN FELIPE, SUITE 500 HARDBOARD LAP SIDING OVER SHEATHING 10d6 CORROSION RESISTANT 16 INCH O.C. AT HOUSTON, TEXAS 77055 WITH MINIMUM SHANK TOP AND BOTTOM TELEPHO°',IE 713.€350 ,6575 DIAMETER OF 0.099 INCH EDGES FACSI1,1ILE 713.859.C242 V7'� AND MINIMUM HEAD E—M.AILi 07FICE P POPWALA CH,C011 I — _ _ _I _ IT — — ! DIAMETER OF 0.240 INCH zHARDBOARD PANEL SIDING DIRECT TO STUDS 6d6CORROSION—RESISTANT 6 INCH O,C. AT WITH MINIMUM SHANK EDGES AND 12wDIAMETER OF 0,092 INCH INCH O.C. AT p AND MINIMUM HEAD INTERMEDIATEDIAMETER OF 0.225 INCH SUPPORTS , y z 1 r, 7, HARDBOARD PANEL SIDING OVER SHEATHING 8d 6 CORROSION —RESISTANT 6 INCH O.C. AT " ""'•`"" ""'. ! I 1 I o WITH MINIMUM SHANK EDGES AND 12 L C% I I I 1 I 1 �. ens J DIAMETER OF 0.092 INCH INCH O.C. AT ..�...44C.F1,®' I I ( I I I z AND MINIMUM HEAD INTERMEDIATE 2 I I 2 ! ( I DIAMETER OF 0.225 INCH SUPPORTS T r r� COI�SULTIItiG ENGINLF,R .. �, ,� ; �. I \ I I I I ( I 2 COPPORATE omCE 3 10101 KJTWIVEST F [WAY, SJVT[ EN LDI,'""&F, Y(NTUCKY HOUSTCM, TEXAS 770-74 \ 1 I I I ! (502) 426-6789 713/773-7251 • 1-2'0-121-7211 • FA : 1131779-1'73 i \ I 1 _ I —,, TMS SIM, IS I" "''LM �"M=JT I' "T1�" SI=`., . C" ROOF RIDGYE3 .Y..,n , •,,...,,., PROJECT NO, '969/19/, 71 - - S ,�-' 7 1" . . F � P177 7 r'i y *'H<T� nr �A A;t t 1 �'. q�,.- 3 �.'z . r« , • 1�3 F i 1 TC. , i- SHEAR W��:1dL �CHr U E• 1) 1/2" WOOD STRUCTURAL PANEL NAILED W/ 1 Od NAILS A"f 2" O.C. AT EDGES STAGGERED, 8,1 10d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. PROVIDE 3X OR 4X FRAMING MEMBERS AT ALL VERTICAL JOINTS & SOLID 3X ,OR 4X OR 4X BLOCKING AT ALL HORIZONTAL JOINTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 5/8"0 ANCHOR E30LTS AT 18" O.C. (9" O.C. AT DOUBLE SIDED SHEARWALL.) 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS. O= 5/8"OX3" EMBEDMENT EXPANSION ANCHORS @ 18" O.C. (D(DBL.) = 5/8"CX3" EMBEDMENT EXPANSION ANCHORS @> 9" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS @ 2" O.C. O 1) 1/2' WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS AT 3" O.C. AT EDGES STAGGERED, & 10d NAILS" AT 12 O.C. AT INTERIOR SUPPORTS. PROVIDE 3X OR 4X FRAMING MEMBERS AT ALL VERTICAL ' JOINTS Ac SOLID '3X OR 4X BLOCKING AT ALL HORIZONTAL JOINTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 5/8"0 ANCHOR BOLTS AT 24" O.C. (12 O,C, AT DOUBLE SIDED SHEARWALL.) 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS. O = 5/8"CX3" EMBEDMENT EXPANSION ANCHORS @ 24" O.C. &DBL.) = 5/8" CX3" EMBEDMENT EXPANSION ANCHORS @> 12" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS @ 3" O.C. O 1) 1/2- WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS AT 4" O.C. AT EDGES STAGGERED, & 10d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 20" O.C. (10 O.C. AT DOUBLE SIDED SHEARWALL.) 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS. O= 1/2"CX3" EMBEDMENT EXPANSION ANCHORS ® 20" O.C. (D(DBL.) = 1/2"CX3" EMBEDMENT EXPANSION ANCHORS 0 10" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS @ 3" O,C. 1) 1/2- WOOD STRUCTURAL PANEL NAILED W/ 10d NAILS AT 6" O.C. AT EDGES STAGGERED & 10d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1 /2"0 ANCHOR 1301_TS AT 30" O.C. (14 O.C. AT DOUBLE SIDED SHEARWALL.) 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS. O= 1/2"CX3" EMBEDMENT EXPANSION ANCHORS 0 30" O.C. &DBL.) = 1/2"CX3" EMBEDMENT EXPANSION ANCHORS 0 14" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS ® 4" 0. C. (D 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS AT 7" O.C. AT ALL SUPPORTS OR 1/2" GYPSUM WALL OR GYP SHEATHING NAILED W/ 5d WALLBOARD NAILS AT 7" O.C. AT ALL SUPPORTS. . 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR 130LTS AT 48" O.C, 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT EXPANSION ANCHORS AT 48" O.C, OR HILTI DS62P1O AT 16" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS VV/ 16d NAILS AT 16" O.C. ` 5) REFER TO ARCHITECTURAL DRAWINGS FOR WALLBOARD OR GYPSUM SHEATHING THICKNESS AT EACH WALL LOCATION. 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/, 6d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT EXPANSION ANCHORS AT 48" O.C. OR HILTI DS62P10 AT 10" O.C, 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 16 O.C. 1) 1/2- GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 5d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS. PROVIDE SOLID 2X BLOCKING AT ALL EDGES, 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1 /2" CX3" EMBEDMENT EXPANSION ANCHORS AT 48" O.C. OR HILTI DS62P10 AT 10" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 12" O.C. O 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS. PROVIDE SOLID 2X BLOCKING AT ALL EDGES. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 48" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS -- 1/2"CX3" EMBEDMENT EXPANSION ANCHORS AT 48" O.C. OR HILTI DS62P10 AT 8" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS Vl/ 16d NAILS AT 12" O.C. O 1) 1/2" GYPSUM WALLBOARD OR GYP SHEATHING NAILED W/ 6d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR (BOLTS AT 48" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT EXPANSION ANCHORS AT 48" O.C. OR HILTI DS62PlO AT _12" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS VV/ 16d NAILS AT 16" O.C. (D 1) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED 1.0 BOTH FACES OF STUDS NAILED W/ 6d WALLBOARD NAILS AT 7' O.C. AT ALL SUPPORTS OR 1/2" GYPSUM WALL OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS NAILED W/ 5d WALLBOARD NAILS AT 7" O.C. AT ALL SUPPORTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR 'BOLTS AT 48" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT EXPANSION ANCHORS AT 48" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS VV/ 16d NAILS AT 8" O.C. 5) REFER TO ARCHITECTURAL DRAWINGS FOR WALLBOARD OR GYPSUM SHEATHING THICKNESS AT EACH WALL LOCATION. M 1) 1/2" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED 1'-0 BOTH FACES OF STUDS. NAIL W/ 5d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS. PROVIDE SOLID 2X BLOCKING AT ALL EDGES, 2) FASTEN SHEARWALL TO FOUNDATION W/ 1 /2% ANCHOR BOLTS AT 30" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS — 1/2"CX3" EMBEDMENT EXPANSION ANCHOR @ 30" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. 01) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING APPUED TO BOTH FACES OF STUDS. NAIL W/ 6d WALLBOARD NAILS AT 4" O.C. AT, ALL SUPPORTS. PROVIDE SOLID 2X BLOCKING AT ALL EDGES. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 24" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT EXPANSION ANCHOR @ 24" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. 01) 1/2" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS. NAIL W/ 5d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 30" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS.- 1/2"CX3" EMBEDMENT EXPANSION ANCHOR @ 30" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 8" O.C. 01) 5/8" GYPSUM WALLBOARD OR GYP SHEATHING APPLIED TO BOTH FACES OF STUDS. NAIL W/ 6d WALLBOARD NAILS AT 4" O.C, AT ALL SUPPORTS. 2) FASTEN SHUAR TALL TO FOUNDATION W/ 1/2"4 ANCHOR BOLTS AT 30" O.C. 3 ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT EXPANSION A..d,.l „BIZ C� 30 O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT ` 4" O.C. 13 HD15 - 1) PROVIDE 6X6 (MIN) AT ENDS OF SHEARWALL. ,SHEAR WALL SCHEDULE (CONY.): 2) FASTEN TO FOUNDATION W/ 1 1/4"0 X 16" EMBEDMENT HEADED TYPE ANCHOR BOLT V°l/ 3 3/4"0 X 7/8" THICK WASHER.. 3) ALTERNATE ANCHORAGE - 1 1/4"0 X 12" EMBEDMENT SIMPSON ET22. FG 1) 5/8" GYPSUM WALLBOARD NAILED W/ 6d WALLBOARD NAILS AT 4" O.C. AT ALL EPDXY ANCHOR, SUPPORTS ON INTERIOR FACE OF WALL & 1/2" GYP SHEATHING NAILED W/ 5d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS ON EXTERIOR FACE OF WALL. 14 (1)CS16 -1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. PROVIDE 2X BLOCKING AT JOINTS IN 1/2 GYP SHEATHING. 2) CUT STRAP TO ALLOW FOR 14" (MIN) END LENGTH. 0 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2 ANCHOR BOLTS AT 30" O.C. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT 15 (2)CS16 -1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. EXPANSION ANCHORS AT 30" O.C. 2) CUT STRAP TO ALLOW FOR 14" ,(MIN) END LENGTH, 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. 16 MST60 - 1) PROVIDE 4-2X4 (MIN) AT .ENDS OF SHEARWALL. HG 1) 5/8" GYPSUM WALLBOARD .NAILED W/ 6d WALLBOARD .NAILS AT 4" O.C. AT ALL SUPPORTS ON INTERIOR FACE OF WALL & 1/2" GYP SHEATHING NAILED W/ 17 MST72 - 1) PROVIDE 4-2X4 (MIN) AT ENDS OF SHEARWALL. 5d WALLBOARD NAILS AT 4" O.C. AT ALL SUPPORTS ON EXTERIOR FACE OF WALL. PROVIDE 2X BLOCKING AT ALL EDGES FOR BOTH FACES OF WALL. 2) FASTEN SHEARWALL TO FOUNDATION W/ 1/2"0 ANCHOR BOLTS AT 30" O.C. 18 2-MST60 -1) PROVIDE 4X4 (MIN) AT ENDS OF SHEARWALL ABOVE & BELOW. 3) ALTERNATE ANCHORAGE AT INTERIOR SLAB LOCATIONS - 1/2"CX3" EMBEDMENT 2) RE: DETAIL 4/S8-2. PROVIDE 4X4 (MIN) SOLID BLOCK @ TRUSS SPACE. EXPANSION ANCHORS AT 30" O.C. 4) FASTEN BOTTOM PLATE TO DECKING AT UPPER FLOORS W/ 16d NAILS AT 4" O.C. SHEAR WALL NOTES NAIL END STUD SHEARWALL TO STUDS W/ STRAP, 1. REFERENCE SHEARWALL ANCHORAGE SCHEDULE FOR REQUIRED MEMBERS AT ENDS AS St SAME NAILING NAILS. S RAP USING 16d N OF SHEARWALL. IF NO ANCHOR IS USED, PROVIDE 2-2X STUDS (MIN.) AT EACH - END OF SHEAR WALL. STRAP IOR SEE PLAN 2. ALL EXTERIOR TYPE E. G, H, AND J SHEAR WALLS SHALL CONSIST OF 4' X 8' SHEETS OF GYPSUM SHEATHING. FASTEN 1/2" GYPSUM SHEATHING WITH NO. 11 INTERIOR WALL ANCHORS GAGE X 1 3/4" DIAMOND -POINT, GALVANIZED NAILS WITH 7/16" HEADS. STRAP ANCHORS SHEARWALLS ANCHOR TYPES VARY SEE 3. SHEAR WALL FRAMING SHALL BE 2X STUDS AT 16" O.C. MAXIMUM. RE: BRACING PLAN PLANS. 4, POWDER ACTUATED FASTENER ALTERNATES SHALL BE HILTI DS62P10 (OR EQUAL) UPPER WALL W/ ONE ANCHOR WALL AT FND. W-/ ONE ANCHOR HILTI NAIL X-AL-H62-PS MAY BE SUBSTITUTED FOR THE HILTI DS62P10. THE HILTI NAIL MAY NOT BE USED AT EDGES OF THE SLAB. (PRIOR APPROVAL REQUIRED FOR POWDER ACTUATED FASTENER OTHER THAN SHEAR WALL SHEAR WALL HILTI). 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND USE PACHOMETERS AND OTHER EQUIPMENT NECESSARY TO LOCATE ALL POST - TENSIONING TENDONS SUCH THAT NO DAMAGE OCCURS FROM PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE ALTERNATES PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR IS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN COMPLIANCE INTERIOR WALL ANCHORS OR INTERIOR WALL ANCHORS OR WITH ALL APPLICABLE BUILDING CODES. (SPECIAL INSPECTORS SHALL BE PROVIDED STRAP ANCHORS STRAP ANCHORS IF SPECIFIED BY THE APPLICABLE BUILDING CODE.) ANCHOR TYPES VARY SEE ANCHOR TYPES VARY SEE BRACING PLAN - BRACING PLAN 7, EXPANSION ANCHOR ALTERNATES SHALL BE HILTI KWIK BOLT ANCHORS (OR EQUAL) (PRIOR APPROVAL REQUIRED FOR EXPANSION ANCHOR OTHER THAN HILTI INTERSECTING WALLS KWIK BOLT ANCHORS.) 19 2-MST72 - 1) PROVIDE 4X4 (MIN) AT ENDS OF SHEARV`,ALL ABOVE & BELOW, RE: DETAIL 4/S8-2. 2) PROVIDE 4X4 (MIN) SOLID BLOCK @ TRUSS SPACE, NOTE: 1. ALTERNATE EPDXY ANCHORS - HILTI HVA OR RAMSET EPCON. COL. SEE SHEAR WAL±� ANCHORAGE SCHEDULE - STRAP SEE PLAN LL COL. SEE SHEAR WALL ANCHORAGE SCHEDULE NAILING SEE ----_SHEAR WALL SCHEDULE r ---- STRAP — SEE PLAN PROVIDE VERTICAL BLOCKING STRAP, TO MATCH SHEAR WALL COLUMN BELOW X RUNNER I've `�- FLOOR TRUSSES NAILING TO MATCH BOTTOM PLATE NAILING @ \ 2 X 4 BLOCKING OR SHEAR WALL ABOVE \ \ \ APPROVED TRUSS BLOCK. COL. SEE SHEAR WALL ANCHORAGE SCHEDULE A COL. SEE SHEAR WALL ANCHORAGE SCHEDULE \ ANCHOR ANCHOR BOLT - SEE ANCHOR SEE PLAN SEE PLAN SHEAR WALL SCHEDULE NOTE - SEE SHEAR WALL SCHEDULE FOR 8. WHERE SHEAR WALLS ARE PERPENDICULAR TO THE FRAMING ABOVE RE: 2/S8-2 9. WHERE SHEARWALLS ARE PARALLEL TO THE FRAMING ABOVE, EITHER 1) EXTEND THE SHEARWALL TO THE FLOOR OR ROOF SHEATHING W/ SOLID BLOCKING AT ARRAKIGIEkliEN"ll I I PIV /� L ANCHORAGE� � MATERIAL &NAILING. 'SIMPSON' MST60 OR MST72 (FLOOR TRUSSES �' 'ATE` CIOR SHEARWALL PERPENDICULAR ALL SHEATHED EDGES OR 2) RE: 3/8-2 4 X 4 SHEARWALL ANCHORAGE SCHEDUI� 4 X 4 BLOCK a LTT19 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL 2) FASTEN TO FOUNDATION W/ 3/4"0 BOLT. X 7" EMBEDMENT HEADED ANCHOR / 3) ALTERNATE ANCHORAGE - 3/4"0 X 6" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION OR 3/4"0 X 6" EMBEDMENT SIMPSON ET22 EPDXY ANCHOR @ EDGE CONDITION. -- — — 2 LTT20B - 1 PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL 2) FASTEN TO FOUNDATION W/ 1/2"0 X 7" EMBEDMENT HEADED ANCHOR 'SIMPSON' MST60 OR MST72 TRUSS BEYOND 3) A� ERNATE ANCHORAGE — 1/2"0 X 4 1/2" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION OR 1/2"0 X 4 1/2" EMBEDMENT SIMPSON ET22 EPDXY ANCHOR @ EDGE CONDITION. 4' X 4 STUD 3 STHD 8 - 1 PROVIDE 2-2X4 (MIN)AT ENDS OF SHEARWALL 2) ALTERNATE HOLDOWN = HTT16 W/ 5/8"0 X 6" EMBEDMENT SIMPSON ET22 EPDXY ANCHOR, DETAIL A f , to O 1a° 1�STRAPS ] STHD 10 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. 2) ALTERNATE HOLDOWN - HTT16 W/ 5/8"0 X 6" EMBEDMENT SIMPSON ET22 EPDXY ANCHOR. aHTT 16 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL. 2) FASTEN TO FOUNDATION W/ 5/8"0 X 9" EMBEDMENT HEADED ANCHOR BOLT. 3) ALTERNATE ANCHORAGE - 5/8"0 X 7" EMBEDMENT EXPANSION ANCHOR COL. SEE SHEAR WALE---' @ INTERIOR CONDITION OR 5/8"0 X 6" EMBEDMENT SIMPSON ET22 ANCHORAGE SCHEDULE EPDXY ANCHORS @ EDGE CONDITION. COL. SEE SHEAR WALL ANCHORAGE SCHEDULE 6 6 STHD14 - 1) PROVIDE 2--2X4 (MIN) AT ENDS OF SHEARWALL. 2) ALTERNATE HOLDOWN - HTT22 W/ 5/8"0 X 7" EMBEDMENT SIMPSON ET22 EPDXY ANCHOR. NAILING- SEE SHEAR WALL SCHEDULE \ �� \- STRAP - SEE PLAN 7 TT 2 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL PROVIDE VERTICAL BLOCKING D 16d NAILS - SEE SHEAR WALL SCHEDULE---____._:'11-24 -99 ISSUE FOR I.F.C. AND PERMIT 10-28-99 ISSUE FOR REVIEV AND PRICIV5 - Q , --- - - Ln �_z 2x RUNNER KAPPA DELTA _� � 0- SHEATHING & NAIL p N SHEATHING & NAIL w PATTERN L MATCH w PATTERN TO HATCH SORORITY w SHEAR WALL BELOvr, o SHEAR WALL BELOW. r L' VIA ja--- 16d NAILS 0, 2" O.C. DETAIL B (FLOOR TRUSSES PARALLEL) COL. SEE SHEAR WAL� ANCHORAGE SCHEDULE H 2 - © STRAP, TO MATCH 2) FASTEN TO FOUNDATION W/ 5/8"0 X 9" EMBEDMENT HEADED ANCHOR ,\ SHEAR WALL COLUMN BELOW U BOLT. Q 3) ALTERNATE ANCHORAGE 5/8"0 X 7" EMBEDMENT SIMPSON ET22 STRAP SEE EPDXY ANCHOR. PLAN N L w ce w STRAP SEE F81PHD6 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL FLOOR TRUSS = N PLAN 2) FASTEN TO FOUNDATION W/ 7/8 0 X 9 EMBEDMENT HEADED ANCHOR BOLT. ~ v 3) ALTERNATE ANCHORAGE - 7/8"0 X 8" EMBEDMENT SIMPSON ET22 j EPDXY ANCHOR. \ �\ v' c \ \ \ 16d NAILS - SEE LOWERI- 9 PHD8 - 1) PROVIDE 2-2X4 (MIN) AT ENDS OF SHEARWALL SHEAR WALL S THE Q o " M ANCHOR SHEAR WALL SCHEDULE o 2) FASTEN TO FOUNDATION W/ 7/8 0 X 9 EMBEDMENT HEADED\ BOTTOM PLATE NAILING BOLT. COL. SEE SHEAR WALL \. ` \ \ (NOTE #4) w 3) ALTERNATE ANCHORAGE - 7/8"0 X 9" EMBEDMENT SIMPSON ET22 ANCHORAGE SCHEDULE cn o COL. SEE SHEAR WALL EPDXY ANCHOR. o a ANCHORAGE SCHEDULE D1O HDBA - 1 PROVIDE 3-2X4 (MIN) AT ENDS OF SHEARWALL. \\ \ w O ) ( \ COL. SEE SHEAR WALL w 2) FASTEN TO FOUNDATION W/ 7/8"0 X 10" EMBEDMENT HEADED ANCHOR \ ANCHORAGE SCHEDULE BOLT. 3) ALTERNATE ANCHORAGE EPDXY ANCHOR. - 7/8"0 X 9" EMBEDMENT SIMPSON ET22 Fill - 1 H010A ) (MIN) PROVIDE 4-2X4 MIN AT ENDS OF SHEARWALL' ` -_--� 2) FASTEN TO FOUNDATION W/ 7/8.0 X 10" EMBEDMENT HEADED ANCHOR � BOLT. ANCHOR ANCHOR SEE PLAN 3) ALTERNATE ANCHORAGE — 7/8"0 X 9" EMBEDMENT SIMPSON ET22 SEE PLAN ANCHOR BOLT = SEE EPDXY ANCHOR. SHEAR WALL SCHED, 12 HD14A - 1) PROVIDE 4X6 (MIN) AT ENDS OF SHEARWALL, NOTE SEE SHEAR WALL SCHEDULE FOR 2) FASTEN TO FOUNDATION W/ 1 "0 X 14" EMBEDMENT HEADED ANCHOR MATERIAL &: NAILING. BOLT W/ 3"0 X 3/4" THICK WASHER. II TERIOi SHEARWALLPARALLEL), FLOOR TRUSSES �- "1 3 ALTERNATE ANCHORAGE - 1"0 X 13" EMBEDMENT SIMPSON ET22 EPDXY ANCHOR. 1 VA 2 X 4 L HOUSE eErarEEN TRUSSES 16d NAILS C 2" C.C. UNIVERSITY OAKS BOULEWIRD COLLEGE STATION, TEXAS DETAIL A (FLOOR TRUSSES PERPENDICULAR) COL. SEE SHEAR WALL ANCHORAGE SCHEDULE STRAP - SEE PLAN POPH A M WALTER PROVIDE VERTICAL BLOCKING @ STRAP, TO MATCH F C II I T I C T S, I ?T C. SHEAR WALL COLUMN BELOW 5599 SAN FELIPE, SUITE 500 HOUSTON, TEXAS 7705E TELEPHON'. 713,£?50. 575 FACSIMILE 713.850.8 48 E-MAID 01 FICE P PO?VALA1771CH,C0413 COL. SEE SHEAR WALL ANCHORAGE SCHEDULE 'OF ............ .... PAC L CAA, �, 17 0. CONSULTING ENGINEERS ssir r< Ip CORPOP.ATE OFFICE i y 10101 SOUTP• EST FP-EY+AI, SUIls E^1 MQ Mild, MUCKY HOUSTGN, TrxAS 77074 (502) 426-6789 713/779-7252 9 1 !r-422 7252 • FAX. 713/7'3-1173 ANCHOR —� ANCHOR BOLT — SEE ANCHOR SEE PLAN SEE PLAN SHEAR WALL SCHED. NOTE — SEE SHEAR"dAL L SCHEDULE FOR f,!ATERIA.I._ e, IwAII_I',11S. , VMS sir V1,171!717 r--,T 3k CCIF�YF'iGl`1T 19^3 r13'",?, V �.L E r f<."