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HomeMy WebLinkAboutParking Garage PlansT TWO I OFIS A, W01 F ]"E, C I it INDEX . REVISIONS A College tation, TX 8311212 A DEVELOPMENT OF ASSET PLUS COMPANIES CFO •B zi DATE REVISION 10/12/07 GARAGE PERMIT ISSUE A 10/26/07 GARAGE PERMIT RESUBMITTAL 03/14/08 GARAGE PERMIT RESUBMITTAL CONCRETE REDESIGN C 05/12/08 GARAGE PERMIT RESUBMITTAL ARCHITECTURAL 4 G1.00 COVER SHEET G1.01 SITE PLAN G1.02 BUILDING CODE DATA G1.03 PERCENT OPEN CALCULATIONS G1.04 GARAGE PLAN LEVEL 1 G1.05 GARAGE PLAN LEVEL 2 G1.06 GARAGE PLAN LEVEL 3 G1.07 GARAGE PLAN LEVEL 4 G1.08 GARAGE PLAN LEVEL 5 G1.09 GARAGE PLAN LEVEL 6 G1.10 GARAGE PLAN LEVEL 7 - ROOF G1. 11 GARAGE ELEVATIONS AND BUILDING SECTIONS G1.12 BUILDING SECTIONS G1.13 ENLARGED STAIR PLAN AND MAIL STATION SECTION G1.14 ENLARGED STAIR PLAN AND STAIR SECTION G1.15 ENLARGED STAIR PLAN AND STAIR SECTION G1.16 WALL SECTION AND STAIR DETAILS G1. 17 DOOR SCHEDULE AND DOOR DETAILS G1.1 8 MISC. DETAILS G11.19 MISC. DETAILS Pt4 STRUCTURAL GSO-O COVER SHEET GSO-IGENERAL NOTES A GS1-1A PARTIAL FOUNDATION PLAN GSI-18 PARTIAL FOUNDATION PLAN GS1-1AS PARTIAL SLAB FORMING PLAN (FUTURE SUBMITTAL) L CS1-1BS PARTIAL SLAB FORMING PLAN (FUTURE SUBMITTAL) GS2-1A PARTIAL SECOND LEVEL FRAMING GS2-113 PARTIAL SECOND LEVEL FRAMING GS2-1R-A PARTIAL SECOND LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-1R-B PARTIAL SECOND LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) 14 GS2-1T-A PARTIAL SECOND LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-1T-B PARTIAL SECOND LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-2A PARTIAL THIRD LEVEL FRAMING GS2-28 PARTIAL THIRD LEVEL FRAMING GS2-2R-A PARTIAL THIRD LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-2R-B PARTIAL THIRD LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-2T-A PARTIAL THIRD LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-2T-B PARTIAL THIRD LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-3A PARTIAL FOURTH LEVEL FRAMING GS2-313 PARTIAL FOURTH LEVEL FRAMING GS2-3R-A PARTIAL FOURTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-3R-B PARTIAL FOURTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-3T-A PARTIAL FOURTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-3T-B PARTIAL FOURTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-4A PARTIAL FIFTH LEVEL FRAMING PLAN GS2-4B PARTIAL FIFTH LEVEL FRAMING PLAN GS2-4R-A PARTIAL FIFTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-4R-B PARTIAL FIFTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-4T-A PARTIAL FIFTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-4T-B PARTIAL FIFTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-5A PARTIAL SIXTH LEVEL FRAMING PLAN GS2-5B PARTIAL SIXTH LEVEL FRAMING PLAN GS2-5R-A PARTIAL SIXTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-5R-B PARTIAL SIXTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) 0* GS2-5T-A PARTIAL SIXTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-5T-B PARTIAL SIXTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-6A PARTIAL SEVENTH LEVEL FRAMING PLAN GS2-6B PARTIAL SEVENTH LEVEL FRAMING PLAN GS2-6R-A PARTIAL SEVENTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) GS2-6R-8 PARTIAL SEVENTH LEVEL REINFORCEMENT PLAN (FUTURE SUBMITTAL) r Uj W W z a. Q t= w GS2-6T-A PARTIAL SEVENTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS2-6T-B PARTIAL SEVENTH LEVEL TENDON LAYOUT PLAN (FUTURE SUBMITTAL) GS3-1 FOUNDATION DETAILS GS3-2FOUNDATION DETAILS GS4-1 ELEVATED DETAILS Uj LU co Uj Uj aW Cc CC 0 — n t y M 9 �Mmro 6 25 EE y K a MEP DRAWINGS GE-1 ELECTRICAL PLANS - GARAGE LEVEL 1 GE-2 ELECTRICAL PLANS - GARAGE LEVEL 2-6 GE-3 ELECTRICAL PLANS - GARAGE LEVEL 7 (ROOF) C:till GE-4 ELECTRICAL CALCS - GARAGE LLJ GP-1 PLUMBING PLANS - GARAGE LEVEL 1-5 GP-2 PLUMBING PLANS - GARAGE LEVEL 6-7 (ROOF) GP-3 PLUMBING PLANS - DOMESTIC WATER PUMP DETAIL (9 LAJ -J U �0 -j CD co 0 > ICD LM jn&U;94 %44rin C/ff. 9&qo&qa (Fnoineies Tq- it*& 40 9"nd cV&nnelt AWjU&a t Kathy Andrews Interiors smr Landscape Architects, Inc. Raymond Engineering, Inc. Sterling Engineering and Design Group Mitchell and Morgan, LLP Meeks + Partners, Architects Meeks + Partners, Architects Asset Plus Companies 9464 Kirby Drive 1708 North Griffin Street 32938 Tamina Rd, 7171 Highway 8 North 511 University Drive East, 16000 Memorial Drive 16000 Memorial Drive 5151 San Felipe Houston, TX 77054 Dallas, TX 75202 Suite 101 Suite 201 Suite 204 Suite 100 Suite 100 Suite 2050 Voice. (713) 952-8400 Voice. (214) 871-0083 Magnolia, TX 77354 Houston, TX 77095 College Station, TX 77840 Houston, TX 77079 Houston, TX 77079 Houston, TX 77056 FILE No.:6043G100 JOB No.: 06043 Fax- (713) 952-6440 Fax- (214) 871-0545 Voice- (281) 440-7211 Voice- (281) 583-7088 Voice. (979) 260-6963 Voice- (281) 558-8787 Voice- (281) 558-8787 Voice- (713) 268-5135 Fax. (281) 766-1997 Fax- (281) 583-5495 Fax. (979) 260-3564 Fax- (281) 558-3337 Fax. (281) 558-3337 Fax. (713) 268-5111 e—mail: houston@meekspartners.com NOT FOR CONSTRUCTION ISSUED FOR PRICING X ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION u. Meeks + Partners 16000 Memorial Drive, Suite too Houston, Texas 77079 tel 281,558-8787 fax281-558-3337 C 2007 Meeks + Partners, Co. - All Rights Reserved DRAWING NO, GLOO REVISIONS DOMESTIC COLD WATER BOOSTER PUMP SCHEDULE TRIPLEX PACKAGED DOMESTIC COLD WATER BOOSTER SYSTEM:* GVERA..I� FURNISH AND INSTALL ONE VC SYSTEMS POWERMIZER SERIES, MODEL 3VC TRIPLEX DOMESTIC WATER BOOSTER SYSTEM, THE SYSTEM SHALL BE RATED FOR A TOTAL CAPACITY OF 710 GPM AT A SYSTEM PRESSURE OF 80 PSIG WHEN SUPPLIED WITH A MINIMUM SUCTION PRESSURE OF 20 PSIG AND DESIGNED FOR A MAXIMUM SUCTION SUPPLY PRESSURE OF 75 PSIG. THE SYSTEM SHALL BE UL LISTED AS A PACKAGED PUMPING SYSTEM, AND SHALL BEAR THE UL LISTED MARK. PUMPS AND MOTORS: PUMPS SHALL BE VC SYSTEMS , CAST IRON, BRONZE FITTED, CLOSE COUPLED CENTRIFUGAL PUMPS CONNECTED TO BALDOR A JM FRAME, ODP. HIGH EFFICIENCY MOTOR FOR 3500 RPM AT 208V/60/3 & SUITABLE FOR VFD DUTY. MOTORS SHALL BE SUPPLIED WITH CAST IRON BEARING HOUSING AND WITH A 1.15 SERVICE FACTOR. PUMPS SHALL BE SELECTED FOR NON —OVERLOADING SERVICE THROUGH THE ENTIRE CURVE. PUMP NO. 1: MODEL VC2X2.5X8A. 210 GPM AT 200' TDH WITH 15 HP PUMP NO. 2: MODEL VC2X2.5X8A, 250 GPM AT 200' TDH WITH 20 HP PUMP NO. 3: MODEL VC2X2.5X8A, 250 GPM AT 200' TDH WITH 20 HP ISOLATION VALVES: FURNISH ISOLATION VALVES ON THE INLET AND OUTLET OF EACH PUMP TO PROVIDE FOR SERVICE OF ANY INDIVIDUAL PUMP WITHOUT SHUTDOWN OF ENTIRE SYSTEM. VALVES SHALL BE BUTTERFLY VALVES WITH FULL LUG EPDXY COATED BODY, STAINLESS STEEL STEM, EPDM SEAT AND NYLON COATED DUCTILE IRON DISC ON SUCTION AND THE DISCHARGE OF EACH PUMP FOR ISOLATION AND SERVICE. CHECK VALVES do PR/CV FURNISH P-1 CHECK VALVE OF THE WAFER STYLE, NON —SLAM TYPE (QUIET OPERATION) WITH 316 S/S DISC, STEM, STAINLESS STEEL TRIM PLUG, SPRING, BUSHING do SEAT. VALVES SHALL BE WAFER STYLE FOR 175 PSI W.P. P-2 do P-3 SHALL BE SUPPLIED WITH CLA—VAL. EPDXY COATED 1751 FLANGED, COMBINATION PRESSURE CONTROL do CHECK VALVES. THERMAL SAFETY VALVES: FURNISH AND SUPPLY A NON —ELECTRIC, MODULATING THERMAL SAFETY VALVE FOR THE DISCHARGE OF EACH PUMP. THIS VALVE SHALL BE OF STAINLESS STEEL CONSTRUCTION WITH STAINLESS STEEL TRIM, SUITABLE FOR 400 PSI WORKING PRESSURE. VALVE SHALL BE OF TWO PIECE CONSTRUCTION AND REQUIRE NO ELECTRICAL CONNECTION. VALVE OPERATES FROM 95 DEG, TO 105 DEG. F. HEADERS AND PIPING FURNISH AND INSTALL HEADER PIPING OF 304 STAINLESS STEEL WITH 1501 FLANGED CONNECTIONS AND DOUBLE ENDED SYSTEM CONNECTIONS FOR FIELD CONNECTION IN EITHER DIRECTION. THE ENTIRE PUMPING SYSTEM SHALL BE FLANGED DESIGN, EXCEPT FOR THE TRANSITION FROM THREADED PUMPS TO THE SYSTEM PIPING. THIS TRANSITION SHALL BE DONE WITH STAINLESS STEEL NIPPLES AND CAST IRON COMPANION FLANGES. THE SYSTEM HEADERS SHALL BE SIZED TO MATCH THE SYSTEM PIPING OR A MAXIMUM VELOCITY OF 10 FPS. SUCTION AND DISCHARGE HEADERS SHALL BE PROVIDED WITH PRESSURE GAUGES, 150 PSI W.P. FOR SUCTION do 300 PSI W.P. FOR DISCHARGE HEADER. CONNECTIONS SHALL BE SIZED TO MATCH SYSTEM PIPING OR MAXIMUM VELOCITY OF 10FPS, WHICHEVER IS GREATER. VIBRATION ISOLATION: THE PUMPING SYSTEM SHALL BE MOUNTED DIRECTLY ON RUBBER —IN —SHEAR VIBRATION MOUNTS AND SUPPLIED BY THE SYSTEM MANUFACTURER AND SIZED FOR THE SPECIFIC WEIGHT OF THE PUMP SYSTEM. CONTROL PANEL: (208/60/3) FURNISH AND INSTALL ONE MODEL VCC—VQP-3 TRIPLEX POWERMIZER MOTOR CONTROL CENTER. THE CONTROL SHALL BE MOUNTED IN A NEMA 1. UL LISTED POWDER COATED ENCLOSURE. CONTROLLER SHALL BE SUPPLIED WITH THE FOLLOWING FEATURES- - MAIN DISCONNECT SWITCH WITH DOOR INTERLOCKING HANDLE do DOOR LOCKOUT — CLASS J, HIGH SPEED FUSES FOR (P-1, VFD) AND TOUCH SAFE MOTOR FUSES (P-2 & 3) — HOA SWITCH AND GREEN "RUN' PILOT LIGHT FOR EACH PUMP — CONTROL POWER TRANSFORMER WITH PRIMARY AND SECONDARY FUSING — AUTOMATIC DUTY CYCLE AND MANUAL ALTERNATION, FOR P-1 do P-2 — NUMBERED CONTROL TERMINAL STRIP — LOW SUCTION PRESSURE ALARM do CUT—OFF WITH T.D. OFF. AUTOMATIC RESET. — LOW SYSTEM PRESSURE ALARM WITH T.D., AUTOMATIC RESET — HIGH SYSTEM PRESSURE ALARM & CUT—OFF WITH T.D. OFF, MANUAL RESET — COMMON AUDIBLE ALARM HORN WITH SILENCE PUSH—BUTTON — COMMON RED ALARM PILOT LIGHT & LEGEND — COMMON NO & NC AUXILIARY DRY ALARM CONTACTS FOR REMOTE MONITOR — PLC LOGIC CONTROLLER WITH NONVOLATILE EEPROM MEMORY — THROUGH THE DOOR OPERATOR INTERFACE WITH LEXAN CLEAR HINGED COVER — DUAL PRESSURE TRANSDUCERS FOR SYSTEM do SUCTION PRESSURE WITH LCD READOUT. — FURNISH STAINLESS STEEL SYSTEM PRESSURE TRANSDUCER, 0-5 V, IN CONTROL PANEL — FURNISH STAINLESS STEEL SYSTEM PRESSURE TRANSDUCER, 0-5 V. IN CONTROL PANEL. — OMRON PID SET POINT CONTROLLER WITH LED READOUT DOOR MOUNTED — 4 LINE LCD OPERATOR INTERFACE do 2 LINE LED DISPLAY ON THE CONTROLLER — DISPLAY SHALL DISPLAY: _ SYSTEM PRESSURE _ MOTOR OUTPUT CURRENT (AMPS) _ SUCTION PRESSURE _ MOTOR OUTPUT VOLTAGE _ SET POINT PRESSURE _ DRIVE FAULTS _ MOTOR SPEED (RPM) _ ACTIVE ALARM STATUS DOMESTIC WATER BOOSTER PUMP N TS VARIABLE FREQUENCY DRIVE FOR P-1 (BALDOR MODEL 15H): FURNISH A VFD FOR P-1 TO BE OF THE SAME MANUFACTURER AS THE MOTOR SUPPLIED. THE DRIVES SHALL BE A MICROPROCESSOR CONTROLLED PWM OUTPUT DRIVE FOR VARIABLE TORQUE DUTY AND SUPPLIED FOR THE MAXIMUM FULL LOAD AMPS PRODUCED BY THE MOTOR. THE DRIVE SHALL BE SERIES 15H, UL LISTED, AND IN A NEMA 1 SELF CONTAINED ENCLOSURE. EACH DRIVE SHALL BE FURNISHED WITH A REMOVABLE, DIGITAL KEYPAD, TO ALLOW THE OPERATION FLEXIBILITY AND CONTROL. THE KEYPAD SHALL HAVE A 32 CHARACTER, ENGLISH ALPHANUMERIC DISPLAY. THE KEYPAD SHALL ALLOW THE OPERATOR TO INDIVIDUALLY CONTROL EACH MOTOR MANUALLY FROM DIGITAL KEYPAD, WITHOUT ENTERING THE CONTROL PANEL. MOTOR STARTERS FOR_P=2 k P=3 FURNISH MAGNETIC MOTOR STARTERS FOR EACH CONSTANT SPEED PUMP, FOR THE POWER SUPPLY LISTED AND INCLUDING ELECTRONIC OVERLOAD BLOCKS PROPERLY SET FOR THE FULL LOAD AMPS OF THE MOTOR. SEQUENCING AND LOGIC CONTROLS: LOGIC CONTROLLER SHALL CONTAIN A LOGIC PROGRAM THAT WILL MONITOR SYSTEM OPERATION AND ADD OR SUBTRACT PUMPS AS REQUIRED TO MEET CHANGING DEMANDS. ADJUSTABLE TIME DELAYS SHALL BE PROVIDED TO PREVENT FALSE STARTING OF PUMPS, CONTROLLER SHALL EMPLOY CASCADED SEQUENCE LOGIC TO PROVIDE SMOOTH TRANSITIONS AND REDUCE OVERALL PRESSURE DISTURBANCE WHEN PUMPS ARE ADDED OR REMOVED FROM OPERATION. ALL START SEQUENCES SHALL BE INTERLOCKED USING A TECHNIQUE THAT PREVENTS SIMULTANEOUS STARTING OR STOPPING OF THE PUMPS. EACH PUMP SHALL ALSO BE EQUIPPED WITH A STOP DELAY TIME TO PREVENT SHORT CYCLING OF PUMPS, STOP DELAY TIMERS SHALL STOP IN THE REVERSE ORDER IN WHICH THEY STARTED. CONTROL LOGIC SHALL PREVENT MULTIPLE PUMPS FROM STOPPING SIMULTANEOUSLY. PRESSURE SHALL BE CONTROLLED USING A CLOSED LOOP CONTROL STRATEGY. A PROPORTIONAL INTEGRAL DERIVATIVE (PID) CONTROL ALGORITHM WILL CONTINUOUSLY MONITOR SYSTEM PRESSURE, PROCESS ERROR, AND CURRENT OPERATING SPEED AND CALCULATE A NEW SPEED THAT WILL CORRECT PRESSURE DEVIATIONS WITHOUT OVERSHOOT. PID CONTROL SYSTEM SHALL BE PROVIDED WITH FIELD CONFIGURABLE OUTPUTS, 100MS SAMPLING, ADVANCED PID, OR FUZZY SELF TUNING. PID FUNCTIONS SHALL CONFORM TO UL, CSA AND CSE STANDARDS. FLOW METERS ARE NOT ACCEPTABLE FOR PUMP STAGING, AS THEY CANNOT DETECT NORMAL PUMP WEAR AND ADJUST AS NEEDED, AND SPECIFIED HEAR. OPERATOR INTERFACE PROVIDE A 4—LINE LCD DISPLAY AND A 2—LINE LED DISPLAY ON THE FRONT OF THE ENCLOSURE TO DISPLAY MESSAGES, SYSTEM SUPPLY, SYSTEM DISCHARGE PRESSURE, PRESSURE CONTROL SETTING AND PUMP MOTOR SYSTEM OPERATING PRESSURES, PERCENT OF DRIVE SPEED, CURRENT PRESSURE CONTROL SETTING, AND ALARM SPEED SHALL BE CLEARLY DISPLAYED AT ALL TIMES IN ENGINEERING UNITS. ALL USER ADJUSTABLE SETTINGS MAY BE ACCESSED AND CHANGED FROM THE INTEGRAL KEYPAD. PROVIDE A TROUBLESHOOTING SCREEN THAT CONTROLLER. IN ADDITION PROVIDE TROUBLESHOOTING ACCESS TO CURRENT TIMER VALVES SO THAT THE ALLOWS A SERVICE TECHNICIAN TO VIEW THE STATUS OF ALL HARDWIRED INPUTS AND OUTPUTS TO THE LOGIC OPERATOR CAN NEW 'LIVE" OPERATION OF ALL TIMED FUNCTIONS. THE "OPERATOR INTERFACE' SHALL BE POWERED FROM 24VDC. FABRICATION AND TESTING: THE PUMPING SYSTEM SHALL BE PROVIDED AS A COMPLETE PACKAGED SYSTEM MOUNTED ON A MINIMUM 4' FABRICATED CHANNEL BASE SUITABLE FOR MOUNTING DIRECTLY ON VIBRATION ISOLATION WITHOUT DISTORTION. THE SYSTEM SHALL BE PIPED, WIRED AND SUPPLIED WITH CONTROL TUBING TO ALLOW FIELD INSTALLATION WITH ONLY TWO SYSTEM CONNECTIONS, ONE ELECTRICAL CONNECTION, ONE i" CONNECTION TO THE BLADDER TANK, AND ONE RUN OF TUBING TO DRAIN FOR THE THERMAL SYSTEM. WELDING SHALL BE PERFORMED BY ASME CERTIFIED WELDERS. THE ENTIRE SYSTEM SHALL BE CLEANED AND SHOP COATED WITH INDUSTRIAL SHOP ENAMEL AND RUN TESTED PRIOR TO SHIPMENT. THE CONTROL SETTINGS SHALL BE SET IN ACCORDANCE WITH SPECIFIED SET POINTS AND VERIFIED AT FIELD START UP. THE STARTUP SHALL BE DONE BY THE FACTORY AUTHORIZED REPRESENTATIVE WITH REPORT TO THE OWNERS REPRESENTATIVE, THE PACKAGE SHALL BE UL USTED AS A SYSTEM FOR ITS INTENDED USE AS REQUIRED BY OSHA AND NEC AR71CLE 90-7. UARTU C9LIMMINE THE PUMP SYSTEM SHALL BE COMMISSIONED BY A FACTORY AUTHORIZED TECHNICIAN. THIS TECHNICIAN SHALL MAKE FINAL FIELD ADJUSTMENT AND CERTIFY THAT THE INSTALLATION IS IN ACCORDANCE WITH THE PARAMETERS OF THE DESIGN ENGINEER. THE WARRANTY SHALL BE FOR A PERIOD OF 12 MONTHS FROM START UP OF 18 MONTHS FROM SHIPMENT, PARTS AND LABOR. FACTORY SHALL PROVIDE 1 SPRAY CAN OF MATCHING TOUCH—UP PAINT. CONTRACTOR SHALL TOUCH UP ANY/ALL DEFECTS TO LIKE NEW CONDITION. 0" Yq • I' i ii•1•fi iii •i • • • ••fi �i.• FEIX F.ADEOKU i . 67062oe % c S /ONALE k t�` (D N r O �p ^.. E 00 N � V LL C W U N j L.+ � L N C O rn ' c C z O E LLI O ry O 0 W O Q) N L 0 m Z a.. �- F- J 0) o I Z W < M _ s t s } f 1119—LOFTS AT WOLF CREEK ASSET PLUS—MEEKS + PARTNERS REVISION- 4 .13.08—Garage Permit Resubmittal • a Bldg.7 j.#5 Bldg.�6 T 1'lAl�t 1 nl II ITr GARAGE-7TH LEVEL PLAN 1/16" = 1'-0" OPEN TO SKY GARAGE-6TH LEVEL PLAN 1 /16" = 1'-0" 4 REVISED GARAGE PER UPDATED BACKFROUNDS REFLECTING ADDED SLOPE LINES. RELOCATED FLOOR DRAINS � v ^ z I I ^ M� .. E L.J.. 00 " N U W WU � z � c •c o LZ 'R W v v c Z E W '- o r- 0 o w N N L Z 0 M � ^M m J Q00o J M I � Q W 04 M 'M i W W U W H.. J O 0 � F¢.. w F— w J J 0 U H 0 J W 77 i DATE 11,20,07— APT, IFP W W K rr4 F� rA a a $I i 1119—LOFTS AT WOLF CREEK i ASSET PLUS—MEEKS + PARTNERS P SQUARE FT. 1 6429 71 1. R. "RB. P SQUARE FT. 2A 2390 SQUARE FT. 26 2835 P SQUARE FT. 2C 2619 SQUARE FT. 2D 3551 T-2*V 2"FLOOR DRAIN 6-PIPE) 12"FLOOR DRAIN (6-PIPE) 2"FLOOR DRAIN 6-PIPE) 12"FLOOR DRAIN (4"PIPE) 6" 2"FLOOR DRAIN 4-PIPE) 12"FLOOR DRAIN (4"PIPE) 6" 2"FLOOR DRAIN 4-PIPE) 12"FLOOR DRAIN (4"PIPE) 6" 2"FLOOR DRAIN 4-PIPE) 12"FLOOR DRAIN (4"PIPE) 6" 2"FLOOR DRAIN 4-PIPE) 12"FLOOR DRAIN (4"PIPE) BASE CLEAN —OUT RISER BASE CLEAN —OUT 'RB, 2"FLOOR DRAIN 6" �4"PIPE) P SQUARE FT. 2A 3102 SQUARE FT. 2B 3102 VSOUARE FT. 3102 SQUARE FT. SQUARE FT. 2pj 13102 P 5287 2"FLOOR DRAIN 6-PIPE) 2"V.T,R. 12"FLOOR DRAIN ;4"PIPE) 8"x 2"RB; �12*FLOOR 12"FLOOR DRAIN (8"PIPE) ;4"PIPE) 8" 12"FLOOR (4"PIPE) 2"FLOOR DRAIN 4-PIPE) IK8'7 12"FLOOR (4"PIPE) 2"FLOOR DRAIN 4-PIPE) 8" 12"FLOOR (4"PIPE) 2"FLOOR DRAIN 4-PIPE) . Tp_*\ SQUARE FT. 12.408 12"FLOOR DRAIN (4"PIPE) 2"FLOOR DRAIN I 4-PIPE) 8" RISER BASE CLEAN —OUT BASE CLEAN -OUT .— 8 ,i,— 12"FLOOR DRAIN 8» (4"PIPE) ALL SANITARY SEWER AND VENT PIPING SHALL BE SCHEDULE 40 PVC ALL CONCEALED DOMESTIC WATER PIPE SHALL BE CPVC INSTALLED PER MFG'S SPECS. ALL STORM PIPING SHALL BE SCHEDULE 40 PVC EXPOSED WATER PIPING SHALL BE TYPE T' COPPER Bldg. 3 Q Bldg. 7 Bldg.#5 Bldg.#4 / GARAGE,/ 7 dg.#6 ROUTE TO NE SANITARY CONNI GARAGE-1ST LEVEL PLAN 1 /16" = 1'-O" REVISIONS zb.13.08—Goroge Permit Resubmittol .., .:.... ......... EEL X F. ADEOKUN•••� 67062 :k.OF 400 ti `D.*!CENSEO . ��.o k1k ONAA _`E.�� O v ^ Z I O I �p t0 ^ E 00 N U WN W w c U � N z c •c O 'R w v v c Z E W o � o c N L0 r0n Z L0 OCE n v m C G Z J < J Q w M � r.1 a GP-1 S 1119-LOFTS AT WOLF CREEK ASSET PLUS-MEEKS + PARTNERS s s REVISIONS GARAGE MDP SCHEDULE MDP,400ACB,480V,3PH,60HZ, 4W, SURD N-3R, 22 KAIC, SE RATED, LOABKR WIRE & CONDUIT WATTS lOHCTOR #1 35/3 1/2"C,W/3#12,1#12 GND 11634 PNLHTING) 200/3 "C,W , GND 138718 15K 30/3 3/4"C,W/3#10,1#10 GND 15000 2HP PUMP 20 31/2"C,W 3 12,1 12GND 2825 DW 100/3 1 1 4"C,W 3#3,1#6 GND 67311 TOND =298A TOTAL CONNECTED =284AALTHWN CU, U.N.O. NOTE: ALL ELECT. WORK TO BE SUBJECT TO BUILDING INSPECTIONS. NOTE: ALL SERVICES SHALL BE IDENTIFIED WITH A PERMANENT PLAQUE @EACH SERVICE PER NEC 230.2 ALL CONDUCTORS TO BE TYPE THWN, IN EMT RACEWAYS IN DRY CONCEALED AREAS. FFIREPUMP LOAD ANALYSIS VA RE PUMP 199440 NNECTED @ 480V 240A 200HP FIRE PUMP 199440 + 25% LARGEST MOTOR 49860 TOTAL DEMAND 249300 @ 480V, 3PH, 4W 300A MDP LOAD ANALYSIS 480V it 3PH 4W VA 10HP COMPACTOR #1 14A 11634 2HP JOCKEY PUMP 3.4A 2825 20HP DW PUMP 27A 22437 20HP DW PUMP 27A 22437 20HP DW PUMP 27A 22437 LTG @ 1/2W PER SQ FT 138718 (14) CONV. OUTLETS @ 180VA 2520 (1) TRASH CKT @ 1200VA 1200 (2) ENTRY GATES @ 1000VA 2000 (1) PUMP ROOM CKT @1200VA 1200 MAIL RM LIGHTING @ 3VA/SQ FT 2133 PUMP RM LIGHTING @ 3VA/SQ FT 1038 TRASH RM LIGHTING @ 3VA/SQ FT 2649 SUBTOTAL 233228 25% LARGEST MOTOR (20HP) 5610 TOTAL DEMAND 238838 @ 277/480V, 3PH, 4W 288A 1 2"C W/3#10 1#10 GND 30A FS 400A ONE LINE DIAGRAM - GARAGE - 277/480V,3PH,4W 1 1/ d If I` W/ 14 Z 1 4 G r`_TTTTI 3/4"C,W/3#10,1410 GND 2"C,W/ 443/0,1#6 GND #4 CU GND a: PNL GI 200A 10 KAIC #2/0 CU I COLD WATER PIPE .l 1/2 REBAR ENCASED WITH AT LEAST \ i\ � �44 CU 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A I CONCRETE FOUNDATION OR L_ � 5/8"x8' COPPER FOOTING. PER 250.52(A)(3) GROUND ROD. L2-3"C, EACH W/4#3/0 CU (400A TOTAL) 25A F METER DUAL ELEMENT NON -FUSIBLE TIME DELAY El SAFETY SWITCH FUSE 320A 10 HP COMPACTOR11 14 FLA SE RATED 10KAIC 3/0 CU BOND STUB OUT REBAR FOR GRD CONNECTION c FIRE PUMP - ONE LINE DIAGRAM - 480V,3PH,4W #2/0 CU BOND #2/0 CU TO 1/2" REBAR ENCASED WITH AT LEAST 400A —, ALL METAL 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A NON -FUSIBLE PIPING WITHIN CONCRETE FOUNDATION OR SAFETY SWITCH 320A FIRE BUILDING FOOTING PER 250.52(A)(3). CONNECT PUMP TO REBAR W/ APPROVED CONNECTOR. e CON- MTR TROLLE FIRE PUMP ` 200 HP 240FLA O SE RATED #3/0 CUIBOND 22KAIC in 4"C,W/3#350,1#1/0 CU TH I —� #4 v ET. . . . . . . . 0 PWR CO. XFMR #4 CU NOTE: FIRE PUMP CONTROLLER SHALL BE: (1) IDENTIFIED AS SUITABLE FOR USE AS SERVICE EQUIPMENT. (2) LOCKABLE IN THE CLOSED POSITION. (3) LOCATED SUFFICIENTLY REMOTE FROM OTHER BUILDINGS OR OTHER FIRE PUMP SOURCE DISCONNECTING MEANS SUCH THAT INADVERTENT CONTEMPORANEOUS OPERATION WOULD BE UNLIKELY. NEC 695.4 (B) (2) 4) ALL CONDUCTORS MUST BE UNDER SLAB OR ENCLOSED IN 2" CONCRETE. 30/2 NFS 15KVA PNL G2 JOCKEY PUMP DW PUMP 150/2 CONTROLLER CONTROLLER 10 KAIC 2HP 100/3 240V,lPH 3.4 FLA 20+20+20 HP 10KAIC 27+27+27 FLA 10KAIC 1 1/4"C,W/ 3#1/0 CU VERIFY NAMEPLATE/ MFG'S SPECS ON ALL MOTORS PRIOR TO ORDERING EQUIPMENT ALL WIRE THWN COPPER NOTE: ALL SERVICES SHALL BE IDENTIFIED WITH A PERMANENT PLAQUE @EACH SERVICE PER NEC 230.2 ALL CONDUCTORS TO BE TYPE THWN G1 PANELBOARD(LIGHTING) **************************************PANEL G1******************************************* 200 MLO, 277/480V, 3PH, 60HZ, 4W, 22 KAIC, SURFACE MOUNTED N3R ISOLATED NEUTRAL, GROUND BUS, 42CKT ********************************************* ********************************************* LOAD WIRE BKR WATTS CKT# LOAD WIRE BKR WATTS CKT# LIGHTING O 412 20/1 2770 1 LIGHTING(j) #12 20/1 2770 2 LIGHTING O 412 20/1 2770 3 LIGHTING O #12 20/1 2770 4 LIGHTING O 412 20/1 2770 5 LIGHTING O #12 20/1 2770 6 LIGHTING() 412 20/1 2770 7 LIGHTING(j) #12 20/1 2770 8 LIGHTING(j) #12 20/1 2770 9 LIGHTING(j) #12 20/1 2770 10 LIGHTING(j) 412 20/1 2770 11 LIGHTING(l) #12 20/1 2770 12 LIGHTING O #12 20/1 2770 13 LIGHTING(j) 112 20/1 2770 14 LIGHTING(j) #12 20/1 2770 15 LIGHTING(j) #12 20/1 2770 16 LIGHTING O 412 20/1 2770 17 LIGHTING(Z) #12 20/1 2770 18 LIGHTING O #12 20/1 2770 19 LIGHTING(j) #12 20/1 2770 20 LIGHTING O #12 20/1 2770 21 LIGHTING(j) #12 20/1 2770 22 LIGHTING(j) 412 20/1 2770 23 LIGHTING(j) #12 20/1 2770 24 OUTSIDE LTG® *12 20/1 2770 25 OUTSIDE LTG O #12 20/1 2770 26 SPACE SPACE 28-42 __________________________________2_7_-41 ****************************************** ****************************************** TOTAL DEMAND = 167A ALL CKTS 1/2"C UNO. ALL WIRE THWN CU ALL WIRE THWN CU ALL CKTS 1/2"C UNO. O 2 4 HR CKT ® VIA PEC LOAD ANALYSIS G1(LTG) GARAGE = 221947 SQ FT *SQ FT = 221947 @ 1/2VA = 110974 OR ACTUAL IF LARGER = -- VA 110974 LTG @ 1250 138718 TOTAL NEC DEMAND 138718 @277/480V, 3PH, 4W 167A *LTG DEMAND FACTOR PER NEC 220.3( G2 PANELBOARD **************** PANEL G2 *************** 150 MCB, 120/240V, 1PH, 60HZ, 3W, 22KAIC, SURFACE MOUNTED N-1 ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CKT# ------------------------------------------ LIGHTING m #12 20/1 1500 1 LIGHTING #12 20/1 1500 2 LIGHTING #12 20/1 1500 3 LIGHTING 412 20/1 1500 4 RECEPTACLES 410 20/1 1200 5 RECEPTACLES #10 20/1 1200 6 RECEPTACLES #10 20/1 1200 7 PUMP ROOM CKT #12 20/1 1200 8 TRASH ROOM CKT #12 20/1 1200 9 ENTRY GATE #10 30/2 2000 10,12 ENTRY GATE #10 30/2 2000 14,16 SPACE 17-24 ------------------------------------------ ****************************************** TOTAL DEMAND = 54A ALL WIRE THWN CU ALL CKTS 1/2"C UNO. V 4 HR CKT LOAD ANALYSIS G2 DESCRIPTION VA MAIL ROOM LIGHTING @ 3VA/SQ FT 2133 PUMP ROOM LIGHTING @ 3VA/SQ FT 1038 TRASH ROOM LIGHTING @ 3VA/SQ FT 2649 (14) CONV. OUTLETS @ 180VA 2520 (1) TRASH CKT @1200VA 1200 (2) ENTRY GATES @1000VA 2000 (1) PUMP ROOM CKT @1200VA 1200 TOTAL 12740 TOTAL NEC DEMAND 12740 @ 120/240V/1PH,3W 54A �... F . �IX�F.�ADEOKUN•�•% r................................, : 67062 .�-,; ��t Ss�ONAi.ENG.--•. r� N � v Z I O I co d (o rr LL. o 00 N `-' a0 v U o, W W w c U z c O li c 0 Li v Z c ° W � O o w N ItL N Z I O In L r, m � m J F— J O I w m M y W W U x U. J 0 O< W W J J '/^'� 0 VJ F_ H O _1 DATE 10-12-07-IFP W CONTROL SEQUENCE rA ASSET PLUS-MEEKS + PARTNERS REVISIONS 4k3.13.08-Goroge Permit Resubmittal 0 O V , : a 1D 00 a 04 O+ i � ,i N a w 0 a w 1-1 717 0 . in 0 z 7N' r: A G�IU N E '�i ................ - .....c......... ... . ..... .1•• :� �:' ;' �' .) �_ j �. �. \ \: :� -- a — �F• l l \' Y �• f �. �" t• �' �. .\ l' `i ; '� :. : :: : •\ r \' N' is �: � : :•• ::•\; : �\ :; A.—I GROUND WIRE TO - LUG WITHIN WIRING COMPARTMENT EMERGENCY PACK - MOUNTED ON POLE MTD AT 1OFT AFF 'S is :}:' ::: '" :}' :_: :i :::• ' :;: r:/.;: {. :::. - ...\-­-.......... - - -..........................:-:-:- : :r: I :: 1 {n ' �': ;7` :, �: a, :%;y. {' A h'b o L• N : g:� sot: PE ..-*......,.....:......-.,......::........:'..:-.......:*....:-.....-:'...::'....-:'... .::...* :....-cI*...' 4....'-.... A..... ...... .:....R...... .......'..........'..... .... ..... �..... :....' E.... ;.'. .4:... '1::.* ..:... :L..-..!... .:... 6..... .::.. ...... ":I:-... :;: :;: ::':'> '3 %. [/� r :;: : ::. Y : :j. 3 i.i` '.i' 3 :}: :;:' Y;:. . . . . . . . ,.,. * . . . . . . \ ' * * * *'.'' *' * ' '' * ' ' '' *' * 4 '' * * * * * *' * '' * *' ` :' 4 4 �i --_-�-" - .. ..'.- .... .. .". ..' ' ' ' ' * '' 4, * ' ' ' * . ::,: . . : . e - .... - .... ... .\ .. .. GASKETED HAND HOLE WITH COVER AND GROUND LUG BEHIND ANCHOR BOLTS PER MFG, II II II II CONCRETE REBAR 1 11 11 (0 II II II 11 GROUND WIRE TO LUG WITHIN WIRING COMPARTMENT EMERGENCY PACK MOUNTED ON POLE MTD AT 10FT AFF CIRCUIT WIRING WITH NEC SIZED GROUND WIRE ROUTED UP THRU POLE ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 20 LINEAR FEET OF #6 BARE COPPER WIRE COILED IN BASE OF CONCRETE FOUNDATION POLE LIGHT MTG DETAIL NO SCALE ...... — . � . ,....,_. __-.______...... v T i ` —'' a'—'• D TO LEVEL 6 ONI DWG G -2 I ;i�: i f.;:•: . :�: :�.' y I :i: I . :•: �: I i I �' .�: . I ci : C� ;I. ;I. :,• i I: (: ;I. :I :I: ' :i:: j;j '4' — - : :; r :v: � -- i :A" . I :.; ,.•� :� '3�'r t :: T r� r / r r :r l r :;: r r r r f r r t {. / r `i r r r I� :' Fr / t / t t r r :}:;: :; i :; t 7 t t i t :i t ! ! r ! t ' ! �. {' r r r r r l t ! t f :I, r r r f r r l r r r t t t r t „i; r l r t r l':t::: r r r r / .{. r r r r r r :i r r r r r -— — r r r r r r'. r' :L� r r r e r �� jr •r r r r r r 'i / r r r / r r r r r r''.. :j' r r r r r . . . ")• r r r r r:jl 'I r" . . . ,i �'i r r / r .r. t l r r r r a'• 1 :L• r r r/ r 1 / / r ttt r:`' 'G' JJ • li r I. 'ii r� l 1: rr: f a+: t: I• t t .; i •. . j : �' •I . t r t 'i. :�: f' • 't r r 'r' 'I. !r /r :F r rr/ �1: •I •r r r'• 'I . .I' r .i . I' . . . . i*'­ /r r r/ �' eJj r•"e r } rr 4 ' :� rr :' i r :,; r 1 }• .I, f i. i1 �;: } {. L f� 1 i ��— �___-- =- ; .. ....: ..:...::. :::.::.::::.::,.::.:.::,..:.:.:..::-:::::::::, :::::: :::, ::::::' :::*:::. :::* :::*,::. :::'' ::::.*:::::'*::::::-,:::..,::..:::.,.::..:::. :::.,.::::.::. :::. .*.:.:..,::. :::.*::::..:.' :,:.:.::, ::::::.::::,. :::::::. :::, ::::::: ::: '.::.:::'.-::*:.:::.:.:,::..:::.::..::::.:::::::-:'::::::::::6:, :: .: - * .6..:::6:::::::::6: G .A : " R.­.i .t' -... A—:-.' :.,..:* ,7..I. ;'!Tr':': �: :. :: . LE.,:..,:V.,.'-* PLANE: 1/16" = 1'-O" OPEN TO SKY w r; w 9 Z 2 E — r, rD N r 0)z v ^ I o I v r- 00 " Fo 0 W C W``' U N z LL 0 X c O t� c' 'R w v v c Z E >, L�..J o Of w 0 It I Z Oo.' r_ d m Q x 2E Z P .. Q J J � 00 O I o) (3 w N Q W W rIr V Z W � n i i F-X LL „i Z O OQ H 3: N 07 W (D W J J O U (U- 1I _J TW i DATE 11.20.07- APT, IFP F JC JC JC JC BP BP y:iaaspi'nrz:JIM GE-3 1119-LOFTS AT WOLF CREEK ASSET PLUS- MEEKS + PARTNERS LINE OF END OF CEILING OPEN TO Sn TRASH CHUTE C� I I j DN TO LEVEL 5 !ON DWG GE-2 MITI I RAMP DN (5.9% SLOPE) GE-1 CKT 1 TO GARAGE nur xNA nA LIM j SEE LEVEL 7 FOR POLE LIGHTING`,, IN THIS AREA Emmal . ,`.:. . 1 R.ANiP::UP* :(,'lM: �LQ3PE): :f �4• v L i 1 6 i'N. :1 ........... .....:�i:�.. WALL PACKS ® 3RD FLOOR GARAGE-6TH LEVEL PLAN ...... 1/16" = V-0" OPEN TO OUTSIDE GARAGE-2ND-5TH LEVEL PLAN_ REVISIONS b.13.08—Goroge Permit Resubmittol F 1� � 1 1 • ................................ FELIX F.ADEOKUN / , 67062 r{ j �.�'• �!CENSEd•• ����� S' • • N z I I � c0 ap N - 0 o U W .Ni v+ W _� c- Z z ILL. `` c '0) O ' R LJ VC z W° C) O Lj N L z � O n 41 v a ckf Zm J Q J O < I ZED w cr � po w w U z W LL J o P: F- w �— W a J J O U LL 0 W F— DATE 11.20.07— APT, IFP O W CONTROL SEQUENCE JC JC JC JC JC JC BP BP BP 1119—LOFTS AT WOLF CREEK ASSET PLUS—MEEKS + PARTNERS MIN. 7'-6" A.F.F. MIN. 8'-2" A.F.F. IN HC VAN PARKING PENDANT MTD FIXTURES. EXIT/EMERGENCY LTG MOUNTING DETAIL NTS NTS EXITS INTO CORRIDO WITH DIRECT VIEW C THE EXIT TO THE FRONT OF BUILDING EXITS INTO CORRIDOR i TO THE OU PUM R00 MDF TO GARAGE PNL *FINAL LIGHTING LOCATION TO BE DETERMINED AFTER ALL PLUMBING PIPING WORK HAS BEEN COMPLETED LOFTS AT WOLF CREEK -1119 Drawing # Contents GE-1 Electrical Plans - Garage Level 1 GE-2 Electrical Plans - Garage Level 2-6 GE-3 Electrical Plans - Garage level 7 (Roof) GE-4 Electrical Calcs - Garage GP-1 Plumbing Plans - Garage Level 1-5 GP-2 Plumbing Plans - Garage Level 6-7 (Roof) GP-3 Plumbing Plans - Domestic Water Pump Detail Created date: 10.11..07 Updated date Original permit date for plans: Scale Rev. Delta/Date 1/8" 1/16" 1/16" NTS 1/16" 1/16" NTS CITY OF COLLEGE STATION, TX 1-30,L30,T30;1. ENFORCED CODES: 2006 IBC; 2006 IRC; 2006 IMC; 2006 IPC; 2006 IFC; 2006 IFGC; 2005 NEC; 2006 IECC; 2003 NFPA 101 LIFE SAFETY CODE; ALL WITH CITY AMENDMENTS. (ON FILE) ALL WIRING MAY BE INSTALLED IN EMT RACEWAYS, WITH WATER TIGHT FITTINGS WHERE NOT SUBJECT TO RAINFALL. PVC WITH GROUNDING CONDUCTOR MAY BE USED IN CONCRETE FLOORS. USE IMC FOR CONDUITS EXPOSED TO WEATHER ALL WIRING IS #10 FOR VOLTAGE DROP BETWEEN COLUMNS 6 THRU 13 REVISIONS 4�3.13.08—Garage Permit Resubmittol 0' FELIX F. ADEOKUN l ................................/ t� ,o% 67062 Ole 0 N r z E � " N V w w c �� w U � z 'R w v v z c E wLJ o 0 N Z N O of M �a .'' m � a J a J O M 00 04 Q I w M 2 V w w U z w w F- U- o J � OF_ w �— w —1 J O U I— LL O .. 1 w I..._. DATE 11.20.07— APT, IFP W CONTROL SEQUENCE JC JC JC .- rA 1119-LOFTS AT WOLF CREEK ASSET PLUS-MEEKS + PARTNERS i Z I 5 5 5 f 50ALE: 3/4" = I'-0" GONT BOND BEAM REIN W/ 145 — 8" GMU REINF. W/ #4 @ 24" O.G. VERT. AND NO. q DUROWAL AT ALT. COURSES. FILL ALL REINF. GELL5 A/ 3000 PSI GROUT. m L11 DOWELS TO MATCH WALL REINF. SIZE AND SPACING RE:PLAN FOR SLAB REINF. zz 'ALE: 3/4" = 1'-0" CONTINUOUS GMU WALL ON NORTH $ NORTH-WEST- n SECTION OF SUMP�R WALL AT INTERIOR LOCATION SCALE: 5/4" = 1'-0" DOWELS TO MATCH WALL REIN 51ZE AND 5PAG1N SCALE: 3/4" = 1'-0" SECTION OF BUM NO. ISSUE: DATE: I BUILDING 1/23/05 PRICING I GARAGE 1/21/05 PRICING GARAGE PERMIT 2 RE SUBMITTAL - CONCRETE RE-DE51 GN rGARAGE PERMIT 5/12/08 RE50MITTAL W W 3/4" DRIP STRIP E-1 O O O V BALL ON WEST SOUTH lt FAST PORT I ON O � V M� W Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ..;tys I' * . %* / �HRISTOPt;ER .....PH.I.L.LM�AN.t-'0.%9a4°.����!cENso.�\��s Q 101- This draining Is pat of a set of drawlnys for this project and shall not be considered valid unless it Is accompanied N the complete set of drariings. CONFIDENTIAL - MADf 5ECn The Information disclosed herein is proprietary Aith Sterling Engineering t Design 6raup 1-1.6, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein is part of a PATENT PENDING process/moterial UNAUTHORIZED U5E OR COPYING OF THI5 OR ANY CONTENT5 HEREOF 15 5TRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RL C DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: ELEVATED DETAILS SHEET NO: GS4-1 c 0 a� CIO 0- 00 0 0o co 0 0 N N 0 -v Z 0 (71 3 N I I'7 V) CD w c� a Of Q fn .3 0 0 0 U 73 L 4-1 N U n O 0 0 1 u) n / C 0 0 0- L 0 U Q I LO n rn TYPICAL COLUMN DETAILS 3/4"= I'-O" 8" GMU RE:5GHED FOR REINF. I I #4 VAL ® EA. VERT. WALL REINF BAR RE: PLAN z FOR SLAB REINF. 36" Ak 12" F.F. II rt ---�-- ---= '-- --'-- II Vrl II — _ (FREINIF GRADE BEAM #5 TOP $ 50T 8 ES @ 24" O.G. ELEVATED CONCRETE SLAB ON GRADE 3'-0" POUR STRIP II IIiIII��IiI�=, #4 x2'-O" DWL5 @ 12" O.G. •I RE: PLAN FOR SLAB REINF. Q D_ i I REINF GRADE BEAM w/ 2-#5 TOP BOT 8 �• — •I #3 TIES @ 24" O.G. 0 0 0 - RE: 10/655-1 FOR REINF AND BARRIER 0 GABLE DETAILS 0 0 • I 1 RAMP RE: PLAN FOR REINF. Q 2" PVC WEEP • — L _ — _ I #4 DWL5 @ 12" O.G. I (( REINF. W/#4 ® 12" O.G. BA II. Q Ii• 24 24" PALS TO MATCH 51ZE REINF. FTC. w/4-#5 SPACING OF SLAB REINF. — — J 24" @ 12" O.G. TRANSVERSE �2411 m- -- r 8" I'-2" n 3/4"=1'-0" \ / \ BOLLARD 343 HAIR PINS X 36" �I I I I SECTION A ------------ SECTION A REINF. w/ 1043 BARRIER GABLES HORIZ. BARS E0. SPACED I Y2" VIA PVC, SLEEVE AT EA I DOWEL. FILL SLEEVE w/ F#4 X 2'-6" PALS e 12" O.G. 5,000 F51 GROUT AFTER SLAB HA5 BEEN STRESSED LL.LL I ly T- j KEYWAY W/ WATER STOP •I O O ILL Q Q Z 0 •I #4 @ 12" O.G. #4 e 16" O.G. 2411 L \� REINF. W/#4 @ 12 O.G. EA F.F. I I 11 - - REINF. FTC. w/5-#5 CONT. $ #5 X 3'-6" 4'-0" 12" O.G. TRANSVERSE ;1 RETAINING WALL AT ELEVATED DECK DETAIL -I-------------I- m I I � —I--------------I- -I--------------I— I m—I--------------I- -I--------------I— I —I--------------I- -I--------------I- -i--------------i- I Q REINF. w/ 1045 VERT I TYP. BARRIER CABLE ANCHOR AT FOUNDATION 6" VIA. PIPE FILLED W/ 2500 PSI CONCRETE RE: PLAN FOR SLAB REINF. REINF. W/ 345 EA. WAY 12X12XI/2' THICK PLATE 2 -0 50. EMBED 6" BOLLARD DETAIL 3/4"= I'-O" 3/4"= I'-O" RE: 5GHED. FOR REINF. #4 DWL @ EA. VERT WALL REINF. BAR z II 24" II 12" 0 REINF w/ 245 BOT. - I'-0" NOTE: THI5 DETAIL APPLIES TO ALL NON LOAD BEARING GMU ON SLAB ON GRADE U.N.O. I NO. ISSUE: DATE: I BUILDING 1/25/08 PRIGING GARAGE I PRIGING 1 /2q/08 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS CONCRETE RE -DESIGN GARAGE PERMIT 5/12/OS RE5UBMITTAL 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 `rH�M'STOWEP. HILLMAN i 5.............9395af s o49-1,4!PES�OA7'N :<Ct This drawnng Is port of a set of drowings For this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The information disclosed herein is proprietary with Sterling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The Informatlon hereln Is part of a PATENT PENDING process/material UMUVJ 40RIZED U5E OR CAPYIN6 OF THIS OR ANY GONTENT5 HEREOF15 STRIGTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/07 PROJECT NO: 155-001 SHEET TITLE: FOUNDATION DETAILS SHEET NO: GS3-2 =1'-O" �v� 5/4"=1'-0" 0 U) a a r 0 00 I 00 0 0 N cl v N O 0- rn 3 v I f•7 V) C� W ry- Q Q 0 1-11 Cn rn v L 0 v L U 7 V) / O N U C U 0- 4-- O 0 0 1 UJ / C O v a i O U - cn a I / 1'-2" w -6 S-#5 VERT w/ #4 TIES @ 18" O.G. CV •I COLUMN TYPE 1 TYPICAL COLUMN DETAILS : 3/4" = 1'-0" 50ALE: 5/4" = 1'-0" AS AROUN', Ak FF: V&S T( 4-#4x4'-O FOR DAL 5UP1 MID L SECTION : 3/4" = 1'-0" #4 @ 12" O.G. HORIZ. #5 @ 12" O.G. VERT. #E 5GALE: 3/4" = 1'-0" RE: SGHED , "I 2 1A 11 / LJ A L.Antfn /resin ) GONT. e r- P&S TO MA n s 12" 4-#4x4'-O" E.W. FOR D& SUPPORT MID DEPTH SECTION 5GALE: 3/4" = I'-0" I'-2" Ilk RE: PLAN L-+t:) LWVIN 1. NEL5 2'-0" LONG �L. AT FLATNORK � BY OTHERS AL PLANS NO. ISSUE: DATE: 1 BUILDING 1/25/05 PRICING 1 GARAGE/2q/OS PRICING GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS CONCRETE RE-DE516N ©GARAGE PERMIT RE5UBMITTAL 5/12/05 W W U U E-� � aw 1.4 � -t!�O W 7171 Hwy 6 North, Suite 1 Houston, Texas 1' 1:: ,9 ...FIRISTOT'.. R .... AN ,o *:......g3s5a.....fw�. #9�"410ENS'V.' ,S bb This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The information disclosed herein is proprietary with 5terling Engineering $ Design broup LLC, and should NOT be used, duplicated or disclosed without its express written permisslon. The information herein Is part of a PATENT PENDIN6 process/material UNkM40RIZED USE OR COPYING OF THIS OR ANY CONTENTS h15 STRIGTMY FORBIDDER DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/OQ/O1 PROJECT NO: a35-001 SHEET TITLE: FOUNDATION DETAILS SHEET NO: GS3-1 NO. ISSUE: DATE: I BUILDING 1/25/08 PRIGING n59 n6 n6l n n7 n7l n8.9 n9 n9l 11 285'-4" T I to-V I 4'-5" '-7" 29'-0" 4'-5" -7" 29'-0" 4'-5" 20'-0" 4'-5" '-7" 25'-5" 14'-5 1'-3" W z_ J 2 l� Q Lh cri 1[) crm Lf1 fri Lfl n i L[1 m I (Y (V CCi (�! CV �Y <Y t �t 1.25 LnL J 1.2 Ln 1.25 Ln t- Ln r Ln r Ln � r�- Lti L!1 0 - — — — — — — — — — — — — — — - _ 12.15.,... ., 480K - - TRENCH DRAIN N N N Ln CV o ,n N N 25 K/FT n : ` 12.15 12.15 u ; ':: Lf) n ':: 12_. 5 n ;; : 12. 5 r, - ;; r 3. 1.25 L I.25 3.0LJ 2.15 - 5.0 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- Ln (n Ln L(') N fV CV —__-- — ------- In lIl Lfl cri m crm _ _ • • • • • LI) Ln r- (V Ln N I N N I N N I ltl 12.15 - - - 3.0 1.0 ; - 12.15 .'5.0 t— Ln I . 25 K/PT N ry Ln N 1 — — — Ln I .15 — — — — — — — — — — — — — — 12.15 480 K — in — — — — — — — 7.0 2.0 5.0 r — — — — — — — — — — — — — — — — — — — — — — Ln — — — — — — — in � in N 0 I Lf) L!1 LIl cci cn m W Z_ J PARTIAL TENDON LAYOUT PLAN - LEVEL 7 5GALE: I/8" = I'-0" Ri g - I GARAGE 1/2a/08 PRICING GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS GONGRETE RE-DE516N GARAGE PERMIT RE5UBMITTAL 5/12/OS 1 . i �r :♦ � ...:............,..............:.... ; CHRISTO.' ER P. WDAN tlo� ......9395a......J s '►911% /CENSSv,� his ►t`i`Q :::�� This drawing Is part of a set of drahings for this project end shall rat be considered valid unless it Is accomparled N the complete set of drawln9s. CONFIDENTIAL - TRADE MOREi5 The information disclosed herein is proprietary pith 5terling aglneering d Design Group LLG, and should NOT be used, duplicated or disclosed without its express wrltten permisslon. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED V5E OR OOPYING OF THI5 OR ANY OONTENT5 HEREOF 15 STRIOTLY FORBIDDEN DRAWN BY. BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0Q/07 PROJECT NO: a35-001 SHEET TITLE: TENDON LAYOUT LEVEL 7 SHEET NO: GS2-6T-B C 2 -0 E 0 66 I 00 0 0 04 CI Q) z 0 n Cq U) 0 *q. 1-11 UJI CD rn P 41 V) 1-11 Y Q) Q) L Q) 0 0 0 1 UJ to 0) 0 0 C.) Cl) =3 n 4-1 C') X0 PLO @9 C 01 O n1 n1l n2 n2l n28 n3 n3l n34 n4 n42 n44 n5 n5l n52 I Ire- Td I I T 1 285'-4" 7" 12'-11 13'-1" 1 18'-8" 7'-9" 1 4'- 7 1 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" 27'-0" 4'-5" '-7"[ 2- 0" LU X X X Ln no in m m Lri X X X X X � X Lf) C4 to LF) Lf) 7.0 12. 1. 12.15 12.15 v, 1 F '] L 5\ 5 Ln k7. -�- 5 LJ 3.00 m tr) t-� m625 T-7 Ln 115KIF- K, Ln 7.0 ---- — — -- — — -- — in to �, Ln C-1i 25 K/PT 450 K 0 12.75Ffl' M F 112.15 F�, 112.15 Ln 2.13 \&.50 1.25 LJ 5.0 1.25 5.0 in U) in Ln !n U) M tn C-1J C"i C*1J C14 177=1 Fl! LJ F1, Lo F] LJ FQ CD LJ LU we! PARTIAL TENDON LAYOUT PLAN - LEVEL 7 5r,ALE: Ilb" = 1'-0" NO. ISSUE: DATE: I BUILDING 1/25/05 PRICING I GARAGE 1/2q/05 PRIGIN6 GARAGE PERMIT 2 5/14/08 RE 5UE3MITTAL- CONCRETE RE-DE516N GARAGE PERMIT RE5UBMITTAL 5/12/Ob C) C) ��w Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 C ................................ 93952 "'E R'e This drawing Is port of a set of drawings for this project and shall not be considered valid unless it Is occomponled 4 the complete set of drawings. CONFIDENTIAL - TRADE 5EGRETS The Information disclosed herein Is proprietory r0th Sterling Engineering 4 Design Group LLr,, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is Pont of a PATENT PENDING process/material MAUTHORIZED 05E OR COPYING OF THIS OR ANY CONTENTS f�EOF 15 STRICTLY FORBIDDEN DRAWN BY: 6JT/HMA/RLC DESIGNED BY: JA6 CHECKED BY: BB DATE: 02/01/01 PROJECT NO: SHEET TENDON LAYOUT LEVEL 7 SHEET NO: GS2-6T-A T 0- 0 00 00 0 0 N v T v -v a� 0 �u N U) U Ld C� Q Q CD 11-1 v� v 0 -1 101 fn Z3 n n59 n6 n6l n69 n7 n7l n79 n8 n8l I lreffl I Ro 11 285'-4" 4'-5" 7" 29'-0" 4'-5" 2'-7" 29'-0" 4 5" '-7° 20'- „ 4 -5" '-7" 25'-5" 14'-5" 1 1 _3„ uL z v -1 F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- F, 9 F1 _ CD _ F A B TRENCH DRAIN #4 @ 16" O.G. EA. WAY 0 I CN N F------------ --- --- -------------------------------------- -- -- -- B B B B G N I N G E ------- — — — _._______ J B I r7 LJ B — — — — — B — — — — ..., — — A — — — — — — — B B B B � w z_ 2 4 i PARTIAL REINFORCEMENT FLAN - LEVEL 7 5GALE: I/8" = I'-0" 0 om REINFORCEMENT 5GHEDULE MARK GIY-51ZE X LENGTH, NOTE5 OA q-#5X6' O 10-#5XI3' �G 1245X36' �D 8-#5XI0' O 1-#5X41' O 8-#5X20' �G 2-#5X8' O q-#5X35' O 10-#5X20' NO. ISSUE: DATE: BUILDING I PRIGING 1/25/08 GARAGE I PRIGING 1/21/08 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/08 CONGRETE RE-DE516N 5/12/OS RESUBMITTARLMIT W W L) w �H A.4 �1 C) O �H Lei 4.4 O � OO E-� 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 ................. f Ill ;:HRISTO�;E;3 P. HlLLMAN ...................................... 93952 rras fNS This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The information disclosed herein Is proprletaq with Sterling Engineering i Design 6raup LLC, and should NOT be used, duplicated or disclosed rilthout Its express written permisslon. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLC DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/07 PROJECT NO: q35-001 SHEET TITLE: REINFORCEMENT" LEVEL 7 SHEET NO: GS2-6R-B c 0 a� V) E Q 0 00 I 00 0 0 N N T O 3 d I I N (/7 C7 W C.� Q Q CD / V) rn .3 v L v U 41 L In / N N U C N d O 0 0 I UJ Il 0 a L 0 U m a rn Q I L0 t) rn / 0 PARTIAL REINFORCEMENT PLAN - LEVEL 7 56ALE: 115" = 1'-0" REINFORCEMENT 5CHEDULE MARK OT (-51ZE X LEN6TH, NOTE5 OA a-#5X6' O 1045XI3' OC 1245X36 OD 545X10' O 1-#5X41' O 5-#5X20' O 2-#5X5' O a-#5X35' �J 10-#5X20' NO. ISSUE: DATE: 5UILDIN5 1/23/08 FRIOIN6 I 6ARA6E 1/21/05 FRIOIN6 GARAGE PERMIT 2 RE 5U5MITTAL- 3/14/OS CONCRETE RE-DE516N GARAGE PERMIT RE5UEMITTAL 5/12/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 .....'' 10 I Er .............................. C:FiRiSTOP. HILLMAN r .� PYo ............................... 93952'4� S This drawing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied 4 the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The information disclosed herein is proprietary with 5terltig Engineering $ Design Group LLC, and should NOT be used, duplicated or disclosed mithout its express written permission. The Information herein Is pat of a PATENT PENDING process/material UNAUTHORIZED l OR COPYING OF THI5 OR ANY 0ONTENT5 HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: $JT/HMA/RLO DESIGNED BY: JAG CHECKED BY: 55 DATE: 02/0a/01 PROJECT NO: q35-001 SHEET TITLE: REINFORCEMENT LEVEL 7 SHEET NO: GS2-6R-A C 0 a 0 Cb I 0 0 N N z O rn m �o 1 N U) C.� LU C.� Q Q C� rn v 0 0 U 7 L (n CD N U C O 0- 4-- O 0 0 1 UJ n C O 0 Q L O U to d Q I PARTIAL FRAMING PLAN - LEVEL 7 SCALE: I/8" = 1'-0' LIM BUILDING I PRICING 1/25/08 GARAGE I PRIGING 1/21/08 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS CONCRETE RE -DESIGN ©GARAGE PERMIT 5/12/08 RE50MITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .................................... CHRISTOPHER P HILLMAN r............................... ma's This drawing Is part of a set of dram" for this project end shall not be considered valid unless it Is accomparled N the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The information disclosed herein is proprietary with SterlIng Engineering t Design Group LLC, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF TH15 OR ANY CONTENTS NEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE` 02/01/01 PROJECT NO: q35-001 SHEET TITLE: FRAMING PLAN LEVEL 7 SHEET NO: GS2-6B .O O V) D_ M 0 Cb 00 0 0 N C v -v a� 0 a I CV 0 C.� W C� Q IY _ Q U V) 41 c .3 v L 0 v U L N 1-11 N N L U O U d O 0 0 i U) f� CA C O " o _ a O U fn V) Q I E2 E4 B.9 CC D.1 n1 n1l n2 n2l n28 n3 n3i (3.4) n 4 n42 4.4 n59 n6 n6l t 285'-4" 7" 12'-11" 3'-111 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" 2'-7" 27'-0" 4'-5" 2'-7" 8" (6! 4 I 2'-0" w z I X 0 >< — — — — — --- -- ---- --------- -- ---- ------------- —------------- ------------ II - -F71- F A b - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - Al _—� \- 4' I I I I I I RAMP UP I I 1 o I 0-) 5 6e 1 P.T. DECK: 1" SLAB OVER 14"xIl FAT BEAMS OVER COL " MN5 LJ p - - - - - -- - - - - - - - - - - - - - - - -- ---- --------- -- ---- -------------- - ----------------- - ---- C�54-IL4 A-- 0 --- --- — -----------\(4"FIF ---------------- 5AR IER GA5LE -- ---- -------------- -- ----------------- -- -- 12 ANG RE:I OR COLUMN /G53-2 D FD " FD (4" PIPE) 2" FD (4" PIPE D b N SIM. FL\ N I i� N 7T LIGHT FOLr LIGHT FOLE SUPPORT tASE SUPPORT BASE I I Lf7 I 1 1 I I 1 1 I 1 I 1 I I I I I I I 1 I I I I O I LLI Z J Q NO. ISSUE: DATE: BUILDING I PRIGING 1/25/05 GARAGE I PRICING 1/21/08 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS GONGRETE RE-DE516N ©GARAGE PERMIT 5/12/08 RE5UBMITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 :............................. ... ' Ri? uHRfSTQPt'EHILLMAN� ...............................„.... 93952 b b This drawing Is part of a set of drawings for this Project crd shall not be considered valid unless It Is accomponled N the complete set of drowings. CONFIDENTIAL - TRADE 5ECRETS The Information disclosed herein Is proprietary with 5terling Engineering 4 Design Group LLC, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THI5 OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RL.0 DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: FRAMING PLAN LEVEL 7 SHEET NO: GS2-6A 0 PARTIAL FRAMING PLAN - LEVEL 7 SCALE: 1/8" = 1'-0" c O rn a T a r� 0 cb 00 0 0 N N 0 0 a 3 m I In 1 N In CD W C9 Q 0-1 Q U) c .3 0 i 0 0 U 7 to U O L U c N 0- 4- 0 0 0 1 to n CA c O 41 0 i O 41 rn L1 co Q I LO to rn / n59 n6 n6l n69 n7 n7l n79 n8 n8l I D-TOT9 I 285'-4" 4'-5" '-7" 29'-0" 4'-5" -7" 29'-0" 4'-5" '-7" 20'-0" 4,-5 '-7" 25'-5" 14'-5" 1'-3" v t- Q cri i� ff) N in N Lf) N N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ;."12.75- 1.25 ►rnL J 1.2 trnL J 1.25 L J 2.50 LJ - - - ui in Ln `n r � in o — 480 K N ci ci Lf N o — I N N 38 /FT Ln '.`12.15 Ln 12.15i ti: m�, ►rn: 12.5 ►rn;' 12.5 ----- r ------ 1.25 ID 1.25 3.0 5.0 �:..:. ------ -- -- --- Ln M CV In CV M (V --------- — ------- Cn (() Cf) _ • � r � N (V N N N Ul • to • U) crm m m cv cv c� ----- -- — — -- — — --- ---- --9 — -- L I `: 12.15 -------- -mlk-------- 12 75 .h 12.75 R1 12 75 ; �.O •: .0 :. ' 1.2 ►n : 1.25 u; 3.0 1215 - 5.0 — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ -1 25 K/FT cLn V. Ln �7 1 r7 - — — — — — — — — — — — — — — — — — — — — — — — — — — — Ln — — — — — — — — — — — — — — — — . — — — — — — — — — — — — — .5 — — in : — — — — — — — — — — — — 7 480 K. — — — i.0 LJ 1.25 J. 1.25 L 3.0 L J 2.0 5.0 r -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — to — — — — ry N N u� in o in lIl Ln crm ctm cti � � � m m W Z J 2 v fr Q i PARTIAL TENDON LAYOUT FLAN — LEVEL 6 50ALE: I/8" = 1'-0" 0J i` J BUILDING 1/25/08 PRIGING 1 GARAGE 1/2q/08 PRIGING GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/08 GONGRETE RE-PE516N GARAGE PERMIT RE5UBMITTAL 5/12/OS Sterling Engineering OC, Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 *I, , RiSTGPHER P. H!LLMAN ......93952....... Q4 1 � �l 1• 0 *.tiCENS..OF ttIt%/O%A lti it This drawing b part of a set of drawings for this project and shall not be considered valid unless it Is occompailed by the complete set of drahings. CONFIDENTIAL - TRADE 5EGRET5 The information disclosed herein Is proprietary with 5terling Engineering t Deslgn Group LLG, and should NOT be used, duplicoted or disclosed wthovt its express rrltten permission. The Informatlon herein Is port of a PATENT PENDIN6 process/material UNAUTHORIZED U5E OR OOPYIN6 OF THIS OR ANY CONTENTS RFZOF 15 5TRIGTIY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: TENDON LAYOUT LEVEL 6 SHEET GII-IT-B N C O N t U T a 0 00 I 00 0 0 N N 0 O 0 0- 0) 3 d 1 Ln 1 N Ln 0 W Q ry Q CD rn rn c 3 0 L r) v 7 U L N N a� U C (U 0- 4-- 0 0 0 1 Uj n 1-11 0 0 O U rn r) U) Q I LO n O) / 6.9 CC D.1 IN n1 n1l n2 n2l n28 n3 n3l n34 n4 n42 n44 n5 n5l n52 n59 n6 n6l 285'-4" 7" 12'-11 3'-1" 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" -7 27'-0" 4'-5" -7" 29'-0" 8" 2- 0" w z v d Ln Mi Ln 67 Ln m1 u? �' >n m 7� (D I r2 CV (V (V U') CV (V k() CV — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - O 1\\ 13-1111111 I I >> \E 1 . 5r" 1215 Fj 1275 F1, `_ I .75 ,'. r . 75 3.00 Ln 3.00 Ln 1.25 InI .25 r u) r Ln r Ln lay KIP — — 625 K .:.. m — ---_— — — — — — — — u� u� C) I Ln N N N 55 /PT I - 480 K — — — — — — — — — — — — u) — — — — — — 12.15 — — — — — — — — — — — ►n ; — — I2.-5 — — — — — — — — — — — — — — — — ►f) f — — — — — — — — — — — — — — — — In ,7 — — — — — - — — — — — — — u, 7.0 t- trii — 127 ; r '` 6.50 1.25 L J3.0L J. 1.25 L31L 1.25 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ci — — — — — — — — — — — Ln ry — — — 4 m m m N � trio lrf_l • • • - U) • Ln N CV • 1fl N I C6 N N N 480 K >.:: r 7.0 Ln 12.75 - in — — - — — — - — — — - - — — — — — — — — — — — — — — — — — — — — — - 6.50 1.25 Ln Ln Ln .12.15 12.75. - 5.0 1.25 ff, LJ 3.0Ln - _ 25 K/PT Ln Ci �! (! M Ci (� in al (! r7 — 480 K ` to r 12.751" > ,.: 12.75 • .,_Ln Ln Ln 12 75 ': 12.15 �, In ,. r, ` 7 r . ti, 22Ln ''. 6.50 1.25 3.0 L J 1.25 LJ 3.0 W 1.25 O to LnLI) N Ln CV �t 4 �t Ln Lf) lf) LI) c6 C6 In m n7 m m m W z U Q PARTIAL TENDON LAYOUT PLAN - LEVEL (o 5GALE: 1/8" = I'-0" NO. ISSUE: DATE: BUILDING I PRIGING /23/08 I GARAGE I/2Q/08 PRIGING GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS GONGRETE RE -DESIGN ZLGARAGE PERMIT RE5UBMITTAL 5/12/08 W W A� � a p0 � aw COO F--� p Con �o 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 ............................. ...... ......... CHRISTOPHER P. HILLMAN ..............................„....., ►o � . 93952 t �. �� ���:'�•!CEN SEO,rf���ti'S rrr ss NG � 6� This drawing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied N the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The Information disclosed hereln is proprietary mith Sterling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed About its express Arltten permission. The Information herein is part of a PATENT PENDING proces5firderlal "LM40RIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/01/01 PRO]ECf NO: 135-001 SHEET TITLE: TENDON LAYOUT LEVEL 6 SHEET NO: GS2-5T-A c 0 a) r v, U T E a 0 0o 00 0 0 N N T v 0 3 m I LO I N U1 w a Q c� c v 0 0 U 7 L N / O O U C N v-- O 0 0 I U c 0 41 - v Q O c� a Q I LO to rn / n59 n6 n6l n69 n7 n7l n89 ng n9l 285-4" 4'-5" _7„ 29'-0" 4'-5" '-7" 29'-0" 4'-5" '-7" 20'-0" 4'-5„ '-7" 25'-5" 14'-5" w z J v Q — — ---- — — — — — — — — — — — — — — — — — ----------- - -- rh — — — — — — — — — — — — — — — — — — — — ----------__ t\ I i� --- -- ----- ----- - -- _ G 0 I m N A B F B — — — — --- — — — $ — — — — — — — — — — — — B N Ln N -- —— -- -- — — — — — — — — — — — — — —- $ ------------------- — - —— #4 @ 16" O.G. EA. WAY I I — —J — E • — — — — — — — — — $ — — — — — — B — — $ - — — — — — — — — — — — — — — — — — — — — $ — — — — — — — — — — — — $ $ — — — — — — — — — — — B — ell B- - $ — — — — — — — B — — — — — — — — — — $ — — — — — — — $ — — — — — — — — — — LJ $ — — — — — — $ — — — — — 7 $ — — — — — — — — A A\ — — — — — $ $ 0 z J Q I PARTIAL REINFORCEMENT PLAN - LEVEL (o 5GALE: 1/S" = 1'-0' "ON ' I_ a REINFORCEMENT 5GHEDULE MARK 07Y-51ZE X LENGTH, NOTES OA q-#5X6' O 10-#5XI3' OG 1245X36' OD 8-#5XI0' O ?-#5X41' O 8-#5X20' OG 2-#5X8' O q-#5X35' OJ 10-#5X20' NO. ISSUE: DATE: BUILDING I PRICING 1/23/08 GARAGE I PRICING 1/2q/08 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS GONGRETE RE-DE516N ZLGARAGE PERMIT 5/12/OS RESUBMITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ......... ............. 4HRI..STOPHEr{ P. HILLMAN ........93952....... S t t NS tit This drawing is part of a set of drawings for this project and shall riot be considered valid unless it is occomponled N the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The information disclosed herein is proprietary with Sterling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed without its express mitten permission. The Information herein is port of a PATENT PENDING process/material MUTHORIZED USE OR COPYING OF THI5 OR ANY GORIENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: $JT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/09/01 PROJECT NO: q35-001 REINFORCEMENT LEVEL 6 SHEET N0: GS2-5R-B c O a) t v .n E 12 O 00 I 00 O O CA N T O 3 Q I LO I N U Ld C> Q ry Q N rn c .3 0 0 v U 7 L U7 / N O L U C O d O 0 O 1 u) r� O c O a O U d a Q I tC) n rn / A.2 E4 NO 6.9 CC Ei On n1 n1l n2 n2l (2.8) (3 3.1 n34 n4 n42 n44 5) C5.)l (5.)2 n59 n6 n6l 285'-4» 7" 12'-11 3'-1" 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" -7" 27'-0" 4'-5» 7" Z 8" 2'-0" Lu z r z v I (D - -F 1 o - - - — — — — — — — — — A 4'-0' 0 I m CV f` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F — — — #4® 16"O.G.E ell .WAY B 8 B _ N E I C I • • • N5'-211 L i N- o - _ J _ _I _' �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — B $ $ $ Ln I B $ — B 0 $ $ $ B $ $ LLt z z PARTIAL REINFORCEMENT PLAN — LEVEL (o 50ALE: 1/8" = 1'-0" REINI-ORGEMENT SCHEDULE MARK OTY-51ZE X LENGTH, NOTES OA q-#5X6' O$ 1045X13' OG 1245X36' O 8-#5XI0' O 7-#5X41' O 8-#5X20' OG 2-#5X8' O g45X35' O 10-#5X20' NO. ISSUE: DATE: BUILDING PRIGIN6 1/23/08 6ARA6E PRIGIN5 1/29/05 GARAGE PERMIT 2 RE SUBMITTAL - CONCRETE RE -DESIGN ©GARAGE PERMIT 5/12/OS RE5UBMITTAL r Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .............. . FS�!!! �HRISTOPHER P HILLMAN '....................................� ri O '• 93952 F '& 0 U. IVAL This drawing Is part of a set of drawings for this project ad shall not be considered valid unless It is accompanied N the compete set of drowings. COWIDENTIAL - TRADE 5ECRET5 The Information disclosed herein Is proprietary with Sterling Engineering d Design Group LLC, and should NOT be used, duplicated or disclosed without its express written permission. The Infamatlon herein Is pat of a PATENT PENDING process/material LWTHORIZED U5E OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: REINFORCEMENT LEVEL 6 SHEET NO: GS2-5R-A Q C T E fo O 66 1 00 O O CV CV n rn m Ln 1 N Ci) CD W U Q Q CD / 3 a 0 0 U 7 41 U) N N U C O [L O O O 1 UJ n C 0 .1 C) Q i 0 U V) U) Q I L0 n A6 PARTIAL FRAMING PLAN - LEVEL 6 SCALE: 1/8" = I'-0" NO. ISSUE: DATE: BUILDING I PRICING 1/25/05 SARA6E I PRIGIN6 1/21/08 GARAGE PERMIT 2 RE SUBMITTAL - CONCRETE RE -DESIGN GARAGE PERMIT RESUBMITTAL 5/12/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 % i �HRIST�'Ead I'. HILLMAN � o� ram. This drawing Is part of a set of drawings for this project cnd shall not be considered valid unless it Is accompo led N the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The Information disclosed herein is proprietary with Sterling Engineering t Design Group LLO, and should NOT be used, duplicated or disclosed without Its express written permission. The information herein is part of a PATENT PENDING process/material I,NAUTHORIZED U5E OR OOPYIN6 OF TH15 OR ANY CANTENTS HEREOF 15 5TRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: 135-001 SHEET TITLE: FRAMING PLAN LEVEL 6 SHEET NO: GS2-5B c 0 a� C1 00 00 0 0 N N v -o 0 a d LO I N N CD 1-11 UJI U a ry Q CD rn c 3 v 0 U Cn / N Q) 0 C N n 0 0 0 1 Uj n CA c 0 - v a x_ 0 0 n U) Q I n Cn M Q ON On n1 n1l 2 n2l n28 n3 n3l n34 n4 n42 n44 n5 n5l n52 n59 n6 n6l 285'-4" 7" 12'-11 3'-1" 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" 2'-7" 27'-0" 4'-5" 2'-7" 29'-0" 8" 2'-0" w z C6� 4)-1 v - Q i� 0 I i� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — - - - - - - - --_-------------- --- - - - - - - - - - - - - --- - - - - - - - - - - - - - - 41-011 ------- ----- ------------------ 4'-0' RAMP UP I "' LLI i� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I O - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5AR I ER GAE3LE — — — — — — — — — — — - 6 ANG OR GOLUMN " Fr? 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HI.... 93952 j �r �91,.s4!�ENSt , A 6 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied 4 the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The Information disclosed herein is proprietary wlth Sterling Engineering E Design Group LLC, and should NOT be used, duplicated or disclosed without its express written permission. The information herein Is pat of a PATENT PENDING proceWrncterial UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q55-001 SHEET ME: FRAMING PLAN LEVEL 6 SHEET NO: GS2-5A 1111 NO. ISSUE: DATE: I BUILDING 1/23/08 PRIGING n59 n6 n6l (6.9) (7 ) 7.1 (7.9) n8 (8. 1) n89 ng n9i WIN 0-1 285'-4" 27'-0" 4'-5" '-7" 29'-011 4'-5" '-7" 29'-0" 4'-5 '-7" 20'-0" 4,-5" '-7" 25'-5" 14'-5" 1'-S, w z --t v E-- Q i� I u� cv, ►n cy Ln cy cy L - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - -, :;1: 2.75 s; :12." 5 ;';.12.75 F;':' 2.15- 1.25 L2 ,n 1.25 ►n 2.50 - r ui r-; in r ui � r- tri ,n -CD ----- --- ------ - - - - - - - - - - - - - - - - - - - - - - - - - Ln N >n to - - - Ll ry O - Cn N 38 /FT t7 ui T- L6 F:'. t� to ; 12. 5 u-) ': 12.- _' - - - - - - - - - - J 1.0 .; 3. 1.25 W 1.25 L 3.0 12.75 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - in N N �! - - ------- - ------- In !n lfl Cn (() Cn • • !n Lf) ry N ry N N N ll� • Lh • Ill m c6 cTi r I12.75 1.0 ; 12.15 2.75 12.75 .< M- 0 1.2 ►n '` : 1.25 u, '`. 3.0 12.75 Ln 5.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 K/FT - Ln CV LB CV in (Y in CV in ry in Ln ry 12.15 urn 12.15 ;; ►rri 12.75 urn 12.75 ;:; n 12.75 480 K '- 7 0 3.0 L.:: 1.25 L.:. 1.25 LJ3.0 L. .:: 2.0 r ui in CV in CV to CV In in p U) to U) cri cri (6 it) Lf) m m Z J x H Q PARTIAL TENDON LAYOUT PLAN - LEVEL 5 5GALE:/8" = I'-0" N GARAGE 1/211/05 PRIGING GARAGE PERMIT 2 RE 5UBMI77AL- 3/14/08 GONGRETE RE-DE516N GARAGE PERMIT" RE5UBMITTAL 5/12/OS F-+ ��1 1 1 *�l1 ..:...............................3 ..................... HILLMAN,�+, r9395Z.....S ,t SS t`Q; This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied 4 the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The information disclosed herein Is proprietary with 5terlhg Engineering t Design Group LLC, and should NOT be used, duplicated or disclosed without its express written permission. The information herein Is port of a PATENT PENDING process/moterial UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENT5 HEREOF 15 5TRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE' 02/0Q/01 PROJECT NO: 135-001 SHEET TIME: TENDON LAYOUT LEVEL 5 S11EET NO: GS2-4T-B CD i C O N t U T 0- r� 0 do co 0 0 N CV 0 O 0 n 3 Q I H I N 0 / W U Q ry Q CD rn c 0 L v U 41 L C/) / N a� L U C N 0- 4-- 0 0 0 UJ n c 0 _ O a 0 - U rn 3 r Q I Ln CD / E2 A.4 NO!I n1 n1l n2 n2l n28 n3 n3l n34 n4 n42 n44 n5 n5l n52 n5.9 n6 n6l t 285'-4" 7" 12'-11 3'-1" 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" -7" 27'-0" 4'-5" '-7" 29'- 8" 2'-0" w z =t v Q Ln cri Tri m m u? m U) m I r2 N N N N N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 12.75F] 12.15F] o .75 ; t ;.'::12.75 ,�'- �. 5 3.00 Ln � 3.00 1.25 .25 r '4' f to m ui u' 115 KIP - 625 K..:.LaL- - - - - - - - - - - - - - - - - - - - - - - - - - 4'-0' ,n fy Ln N ,n (V CD(mV Ln (m 1 Ln CV rn N 38in /FT - I 480 K ' 12.15 n ;: 12.15 p ;:: 12.1 M n : 12.7 7'0 12.7 �'' ] „ ," , r: , r ` 6.50 1.25 L 1 5.0 LJ .25 L J 5, .2: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CV - - - - - - - - - - ULn ) - - - - - - - - - - - - Flu" N - - - tIl U) U1 _ frm m ftm N Ur1 • • Lfl - • tun) N N L[1 � m fri m cn I 51-211 CJ 4'-5` N in lf1 lIl I li 480 K 7, 1 0 M 2.75 ,n _--- -- -- - --- ----- --P-n - - - - - - - - _ - - - 11, 1.25 to ;; ': 12.15 12.75 '. p 12.75 '. 12.75 ' LJ - ELL 1 1.25 - t- -------- - ---___ ,1, ,n - in - - -------- �E ------------ ----------------------- ------------ 25 K/ET Ln u) un U1 ulu� 450 K Lnr- n tr6 Ul r 12.75 6 LnLnU) trn 12.75 y, p trn 12175 ;; ". 12.75 , ;," t(1 7 r 12. 6.50 1.25 5.0 63 1.25 3.0 1.25 d- ui Ln U) U1 to to to m cfi cfi cfi ni m (6 cci Z J 2 U Q PARTIAL TENDON LAYOUT PLAN - LEVEL 5 50ALE: 1/8" = 1'-0" NO. ISSUE: DATE: BUILDING 1 PRIGING I/23/08 GARAGE PRICING I/2g/08 GARAGE PERMIT 2 RE 5UBM17AL- 3/14/OS GONGRETE RE-DE516N GARAGE PERMIT RE5UBMITTAL 5/12/OS i .• GHRISTO........•...... N ': 93952 t w� ..!CENS�O This drawing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompcnled N the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The Information disclosed herein is proprietary with Sterling Engineering t Design Group LLO, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein is port of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THI5 OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0g107 PROJECT NO: g35-001 SHEET =E: TENDON LAYOUT LEVEL 5 SHEET NO: GS2-4T-A Ak VIIIIIIIIIIIIIIIIIII,IIZIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA NO. 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NA( L FQ F 11 'LJ L A L J 17 7 'm J PARTIAL REINFORCEMENT PLAN - LEVEL 5 5r,ALE; 1/5" = '-V D2 :A D D4 IN REINFORCEMENT 5rHEDJLE MARK 07Y-51ZE X LENGTH, NOTE5 g45X&' O 1045XI51 OG 1245X56' OD 845XIO, O 7-#5X41' O 5-#5X20' OG 2-#5X31 O 10-#5X20' I LAW I L-L i I XLw /23/08 PRICING GARAGE I PRICING 1/2q/05 GARAGE PERMIT 2 RE 5UE3M17AL-5/14/05 r,ONr,RETE RE -DESIGN GARAGE PERMIT RE51JEMITTAL 5/12/Oa L) Coo) �-4 1.4 O \two, Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ME .. % ................. ... ....... .HRISTOPt ERP. ....... ................ 9.. . 4 N This drov4lrg Is part of a set of drawings for this project and shall not be considered valid unless It Is 0"omponled N the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The Information disclosed herein is proprietor Sterling Engineering t Design Group 1-1-6, and sCl id NOT be used, dtipIkdzd or disclosed mithov: its express Witter permission. The information herein Is port of a FAPATENTFENOIN& process/material LIN4714ORIZED U5E OR COPYING OF THIS OR ANY CONTENTS Hi 15 STRICTLY IMI310I)EN DRAWN BY: BJT/HMA/RLC DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: SHEET TITLE: REINFORCEMENT LEVEL 5 SHEET NO: GS 2-4R-B C: 0 W E 00 I 00 0 0 C14 C4 0 ry C14 V) (A \1 Q) O 0 1 Ui n 0) 0 .41 0 C) 0') A @2 @4 @9 C @1 IN n1 n1l n2 n2l n28 n3 .4 n3i n3 n4 n42 n44 n5 n5l n52 n5.96 6.1 nn 285'-4"-- 7 12'- 11 3,-1 18'-8" 7'- 9 4'-7" 7'- 0 15'-5" 4'-7" 7'-0" 24'-5" 27'-0" 4'- 5 7 29'-0" �2 H LJ - - - - - - - - - - - - - - - - - - E3 A B B ---- --------- r CD I - Cn CN — — — — — — — — — — — — — — — — — — — — — — --- — — — — -- F — — -- I — — F I --- ----- - - - - - - - - - - - - -- — — — — --- — — — — CF - - - - - - - - - - --------- ------ ------ ------ - - - - - - - - - - - - - - - - - - - - - - - - ---- ------------------- #4 @ 16" O.G. E PNA'T` CN C, + - - - • - - - - - - - - - - -- - - I L. 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CONFIDENTIAL - TRADE 5ECRET5 The Information disclosed heroin is proprietary with Sterling Engineering 4 Design Group L1, and should NOT be used, duplicated or disclosed without its express witten permlsslon, The Information herein Is art of a PATENT PENDING process/material UNAUTHORIZED USE OR 00"1145 OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLr, DESIGNED BY: JAC, CHECKED BY: E35 DATE: 02/01/01 PROJECT NO: SHEET MLE: REINFORCEMENT LEVEL SHEET NO: GS2-4R-A O Qi ca E d N O Cb I co 0 0 N N Q) O d 3 v m d- I N N C.� W U Q ry Q U co rn 0 0 0 L U 7 L Q) Q) L U C Q) v- O 0 0 I UJ C O - v a O c� r Q I / 0 PARTIAL FRAMING PLAN - LEVEL 5 5GALE, 1/5" = 1'-0" NO. ISSUE: DATE: BUILDING I PRIGIN6 1/23/08 GARA6E I PRIGIN6 1/2q/08 6ARA&E PERMIT 2 RE SUBMITTAL- 3/14/08 CONCRETE RE-DE516N ZL6ARA6E PERMIT RE5UBMITTAL 5/12/OS W w a �o Cn H p �a �o ;::HRISTOPII P. HlLLMAN� Ao s......9395a....... .� SSS! cFbs�o G��w This drawing Is part of a set of drawings for this project and shall not be considered valid unless R Is accornpanled 4 the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The information disclosed herein Is proprietary with Sterling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed without its express Witter permission. The information herein Is part of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF THI5 OR ANY CONTENTS HEREOFI5 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHECI{ED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: FRAMING PLAN LEVEL 5 SHEET NO: GS24B c O a� t n- N O 00 I 00 O O N N -O a� 0 n v� 1-11 3 Q I N C7 W U a ry Q / rn c 3 0 0 U 7 Y N N U c O v— O 0 O I U) n c O .. o a i O U d 41 fn Q I Ln n E2 A.4 6.9 CC 01 (2.8) n3 n3l n34 n4 n42 4.4 5.1 5.2 285'-4" 7" 12'-11" 3'-1" 18'-8" 7'-9" 4'-r 7'-0" 15-5" 4'-7" 7'-0" 24'-5" 7" 27 -0 4' S" -7" 29 -0 8" '-0" 2(CO w z 4 D-1 Q I — -- ---- --- --- -- — — — — — — — — — — — — — -- ---- --— — — — — — — — — — — —— — — — — — — — — — — — —— — — — — — — — — — - _-------------- --- - - - - - - - - - - - - --- - - - - - - - - - - - - - - 1 — — — — — — — \- - - - - - - - - - - - - - 41-01—�� RAMP UP o I �p — — — — — — — —------------ — — — — -- — — — — — — — — — — — — — -- ------------------ —— — — — — — — — — — — — — — — — — — — — — — — — — LJ --------'------------- ------'----'----------------'---------------'------------------'-- BAR IER OA5LE ----- ANG OR COLUMN D D 6 12" D (4" PIP RE: I /655-2 ° FD (4" PIPE) 2" FD (4" PIPE) 51M. N I N rr7 N I `V 5,_2,� " FD (6" PIPE) 2" FD (6" PIPE) I— -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' --------- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (6'- 4 )-1 ----------- 4 P.T. DECK: -I 7" SLAB OVER 14"x16" FAT BEAMS OVER COLUMNS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — — — — — — — — — — — — _ I 0 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — )-1 (65- 4 ut z 4 J � 654�-1 Q PARTIAL FRAMING PLAN - LEVEL 5 NO. ISSUE: DATE: BUILDING I PRIGIN6 1/25/08 GARAGE 1 I/2q/OS PRIGIN6 GARAGE PERMIT 2 RE SUBMITTAL- 5/14/OS CONCRETE RE-DE51ON GARAGE PERMIT RESUBMITTAL 5/12/OS i �HRISTOE!-!ER P HILLMAfd,+, 939,52 f s AL This drawing Is part of a set of drawings for this project and shall rot be considered valid unless it Is accomponied by the complete set of drawings. CONFIDENTIAL -TRADE SECRETS The information disclosed herein is proprietary nith 5terling Engineering t Design Group LLG, and should NOT be used, duplicated or disclosed mithout its express mitten permission. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHECKED BY: $B DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: FRAMING PLAN LEVEL 5 SHEET NO: GS24A N 5GALE: 1/3" = 1'-0" N0. ISSUE: DATE: I BUILDING 1/25/08 FRIGIN5 n59 n6 n6l n69 n7 n7l n ng n9i Ro in, -- 285'-4" -0 4'-5" '-7„ 29'-0" 4'-5'f '-7" 29'-0" 4'-5" '-7" 20'-0" 4'-5" -7" 25-5" 14'-5" w _z J l� 'Q lfl Ifl t!1 I ul (V ul CV Ill (V u� CV d V d �t F0 12.15 i,;:: 1215 2.15 2.15 _ 1.25 ,n 1.2 Ln LJ 1.25 Ln LJ 2.50 LJ r- In V- In t- In In r- u) r Iri o - - - - - - - -777- � o � 1 In N N 38 /FT 12.7 12.75 ui U)F 2. 5 ;: '.` 2. 5 - J ui u, 7.0 •; 5.0 1.25 1 1 1.25 L 5.0 12.15 .: 480 K - 2.75 "4 ' 5.0 M L - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_________-_ n M ul N In -- - ------- >n In m • lIl if) i- (V ltfl N N N N N • LIl • In m m of r N - - - - - - - - - - IF7 - - - In LO I - - - - - '. _ In ------- -�-------- 0 12.75 :� '. 12.15 12.75 5 O ` .: 1.2 In 1.25 Ln '.` 3.0 12.75 . 15 480 K - M M5.0 Lf) - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----______---- - ----- 25 K/FT M ,n M Ci n Ln - - - - - - - - - - - 12.�5 - - u�i - - - - - - - - - - - - - - - - 12.75 ;; - - uri - - - - - - - - - - - - - - - - 12.75 - - ' uri - - - - - - - - - - - 12.-15 - - In - - - - - - - - - - - - 12.75 480 K Z. - - - '1.0 5.0 LJ 1.25 L J 1.25 J 3.0 LJ 2.0 5.0 M In In _ CD tIl Ifl Ill In csi m ,n � m Ki LA Z l� Q u PARTIAL TENDON LAYOUT PLAN - LEVEL 4 50ALE: I/8" = I'-0" I GARAGE 1/21/08 FRIGIN5 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS GONGRETE RE-DE515N 0 GARAGE PERMIT RE5UBMITTAL 5/12/08 9 Sterling DC Engineering D.1 Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 lam, 1 1 ................................... :;HRISTOH!?EEt... NI.... , ���°'FS/cENsC&g 6D This draNing Is part of a set of drawings for this project and shall not be considered valid unless It Is accompanied 4 the complete set of drohings. CONFIDENTIAL - TRADE 5ECRET5 The information disclosed herein is proprietary pith Sterling Engineering t Design Croup LLG, and should NOT be used, duplicated or disclosed hithout its express written permission. The Information herein Is pat of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF TH15 OR ANY CONTENT5 HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SKEET TITLE: TENDON LAYOUT LEVEL 4 SHEET NO: GS2-3T-B c: 2 E 0 ao 00 0 0 0 n 04 V) LU Cr) r) Z3 7 V) Q) Q) c- Q) 0 0 1 LL J n 0) 0 4� 0 0- L- 0 C) cl) Q) U) co U-) n 0) *ep 1-11 AC C2 @4 O ,66-1 161 n1 n1l n2 n2l n28 n3 n3l n34 n4 n42 n44 n5 n5l n52 n59 n6 n6l 285'41' 7" 12'- 11 13'-1" L 18'-8" 7'- 9 4-7 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" 27'-0" 4'-5" 7 29'-0' XXXX lur U" K FK 0 12.15 12 12.i5F)] 12.15 5. 2 5.00 3L00 1.25 Ln m AKIF U U.) 273\ n-\ 1�5 lq5 KIP 625 Q! I LI) U) in Ln C) C111 55 IqIFT 4e)O K in 12.15 rn t7 U) I 12.15 Ln 213 U) U') t- t- V 1.0 12 - . I Ln 1.25 Lj 5.0 - L J 1.25 ----i J— 5.0 L 1.25 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U") Nf -,Zf in c6 U) C, I in T7 Ln a I CN cv LO CN m 16 (6 c6 450 K tu)� -0 in 1`777711 - - 6.50 1.25 12-15 F 1 12.75 F- I L J m 1:�— 5.0 Ln L-j -L�L , 1.25 3.0 P) L J 1.25 in U1 L6 Ln — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 25 K/F7 Ln in Ln 450 K t-. Lf) T7 Ln Ln Ln In L6 12.15 . '. r� t 1215F Ln Ln 12 75 F 12.75 F ui m 17 65 1.25 L j3.0L J 1.25 LJ3.0 1.25 Ln M In in Ln in cri 16 (6 c6 m In UJI -A PARTIAL TENDON LAYOUT PLAN - LEVEL 4 SCALE: Ile)" = I'-0` NO. ISSUE: DATE: BUILDING PR161%7 1/25/08 GARAGE I PR1r,INr7 1/21/05 GARAGE PERMIT 2 RE 50MITTAL-5/14/05 CONC,RETE RE -DESIGN Z� �\ GARAGE PERMIT 5/12/03 RE5JBMITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ............................. CH ,' RISTOPHER F HlLLMAN.................... 93952 This drcivqlnq is part of a set of drohil for this project and shall not be considered valid unless it Is accompanied by the complete set of drohings. CONFIDENTIAL - TRADE SEORM The information disclosed herein Is prolarletog pith Sterling Engineering 4 Design Group ILLC, and should NOT be used, duplicated or disclosed i4bout Its express KrItten permission. The Informatlon herein is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: E3JT/HMA/RLC DESIGNED BY: JAG CHECKED BY: E35 DATE: 02/0q/01 PROJECT NO: q55-00I SHEET =: TENDON LAYOUT LEVEL SHEET NO: GS2-3T-A C 0 E GL O 00 I 00 0 0 N N A 0 3 [Cl I r7 N V) U W U Q fY Q C.� rn c 3 v L v L 4 U L 41 In O O U C O d v- 0 0 0 1 to n 0) c 0 v a O U d rn Q I LO n rn / Lk PARTIAL REINFORCEMENT PLAN - LEVEL 4 SCALE: 1/5" = 1'-0" REINPORGEMENT 5GHEDULE MARK OTY-SIZE X LENGTH, NOTE5 O 145X6' �B 1045X15' OG 12-#5X36' O S-#5XI0' (� 1-#5X41' O S-#5X20' O6 2-#5X8' O a-#5X55' O 10-#5X20' NO. ISSUE: DATE: BUILDING I PRICING 1/25/08 GARAGE I PRIGIN6 1/21/05 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS GONGRETE RE-DE516N GARAGE PERMIT 5/12/OS RESUBMITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 .................................. CHR1111 'ER P HILLMAN,, 9c S4""CENSQ This drawing Is part of a set of drowings for this project and shall not be considered valid unless It Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The 'information disclosed herein is proprietary with 5terling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed without its express written permission. The information herein Is port of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE` 02/01/01 PROJECT NO: Q35-001 SHEET TITLE: REINFORCEMENT LEVEL 4 SHEET NO: GS2-3R-B O Ea N O 66 co 0 0 N CL 3 d I I N Cn CD W C� Q Cr a 0 / m c 0 0 0 U L N / U N n 4- 0 0 O 1 Ln to C) c O :N - O Q O 41 d Q I LO M rn / .L PARTIAL REINFORCEMENT PLAN - LEVEL 4 5GALE: 1/5" = I'-0" REINFORCEMENT SCHEDULE MARK OTY-51ZE X LENGTH, NOTE5 O q-#5X6' O 10-#5XI3' �G 1245X36' O 8-#5X10' �E 145X41' �F 5-#5X20' O 2-#5X5' OH 145X35' O 10-#5X20' NO. ISSUE: DATE: I BUILDING 1/23/05 PRIGIN6 I GARAGE 1/21/08 PRIGIN6 GARAGE PERMIT 2 RE 5UEMITTAL- 5/14/05 CONCRETE RE-DE516N ZLGARAGE PERMIT RE5UEMITTAL 5/12/OS W W , � l �H � aw W H Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 4HRISTCi"�'Er� � HILLMAN � .........9..... 3952'3 This drawing Is part of a set of drawings for this project cnd shall not be considered valid unless it Is accompanied bj the complete set of drawings. CONFIDENTIAL - TRADE 5ECRM The information disclosed herein is proprletaq with 5terling Engineering t Design Group LLC, and should NOT be used, duplicated or disclosed without its express rvltten permission. The Informotlon herein Is pat of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF THI5 OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: $JT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECP NO: q35-001 SHEET TITLE: REINFORCEMENT LEVEL 4 SHEET NO: GS22,-3R-A c O E N O 66 I 00 O O N N A O N O 0- v m I N to CD W C.� a Q C.� to m c a L 0 7 U 7 L 41 In / N O L U C N d O 0 O 1 to c 0 0 L. 0 U n 41 I NO / 0 PARTIAL FRAMING PLAN - LEVEL 4 5GALE: 1/8" = I'-0" NO. ISSUE: DATE: BUILDING I PRIGING 1/25/08 GARAGE I PRIGING 1/2q/08 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/08 GONGRETE RE-DE516N GARAGE PERMIT RE5UBMITTAL 5/12/08 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 :................................ ~H .............. .P. HILLMAN,, 93952�a� /CENSEO�&� 10• This drawing Is part OF a set of drawings for this project and shall not be considered valid unless E Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The information disclosed herein is proprietary with 5terltng Engineering t Design Group LLC, and should NOT be used. duplicated or disclosed mthout its express Witten permisslon. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTEN75 HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHE= BY: 58 DATE: 02/0q/07 PROJECT NO: q55-001 SHEET TITLE: FRAMING PLAN LEVEL 4 SHEET NO: GS2-3B NO. ISSUE: DATE: c O N O 00 I 00 O O N N v -o a� O n 0) 3 d ro I N C.� W U Q ry Q w rn v L v 7 U 7 L +J V) / N U L U N O_ O 0 O 1 Uj O C O - v [1 0 U - fn 0_ fn Q I LO n X PARTIAL FRAMING PLAN - LEVEL 4 5GALE: I/8" = 1'-0" BUILDING 1/23/08 PRIGIN(5 GARAGE 1/2q/08 PRIGIN6 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N A GARAGE PERMIT cii�ina Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1� .:......... ........:... i~HRIST�P!-IER i? HILLMAN ..................................... 93952 AIAL This drawing Is part of a set of drawings for this project end shall not be considered valid unless it b accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRE15 The information disclosed herein is proprietary with 51terling Engineering d Design Group LLC, and should NOT be used, duplicated or disclosed without its express Witten permisslon. The Information herein Is port of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF THI5 OR ANY CONTENTS HEREOF 15 5TRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHECKED BY: BB DATE: 02/0q/07 PROJECT NO: a135-001 SHEET TITLE: FRAMING PLAN LEVEL 4 SHEET NO: GS2-3A n59 � n6l n69 n7 n7l n89 n9 n9l 191 285-4" 27'-0" 4'-5" 2'-7" 29'-0" 4'-5" 7" 29'-0" 4'-5" -7" 20'-0" 4'-5" '-7" 25'-5" 14'-5" w z _ v Q Ln u) i� I l- - - - - - - - - - - - - - - - - - - - - - - t d <t ' 12.75 I r;' 12.75 12.75 ME; 2. 5 _ _ 1.25 ,n 1.2 1.25 u� 2.50 iLJ - - T- r- r CD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - -_ _ .75 � , 7. 480 K - - - Ln N o m N 38 FT ,n 12.V 12.75 ,li ;; ui ;: 12_. 5 n 12. 5 `- ; ; 7.0: 5. 1.25 1.25 5.0 12.75.. 480 K _ _ _ 2.15 5.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ lrri In (V m (V M (V _ _ _ ------ - ------- m lrm ltm � • • • 1fl r- N N I N N N I N lI� • lf1 • Ill m cn m r N In N ►n N u, N ---- ----- -- - -- - --- --- - ----- --4A - -- ►n 12.75 ;' ': 12.75 , 7.0 •, CN 12.75 > ':: 12.75 `, 0 rr-- 1.2 In `' .:: 1.25 3.0 12.75 480 K - - 5.0 :..:. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ - - - - - - - - - - � _I 25 K/FT In (V Ln ry N Cam! N un LO N 12.75 ;; uri 12.15 n 12.75 := it 12.75 480 K 7. 5.0 LJ 1.25 LJ 1.25 5.0 L J 2.0 Lj 5. In lri N In N N lf) 111 p In m m m In 'n m m lu z J v PARTIAL TENDON LAYOUT PLAN - LEVEL 3 5GALE: 1/8" = I'-0" X0 NO. ISSUE: i DATE: BUILDING I PRIGING 1/25/08 GARAGE I PRICING 1/2q/08 GARAGE PERMIT 2 RE 5U5MITTAL- 3/14/08 CONCRETE RE-DE516N 5/12/OS RE5UBMITTALMIT W W Corn� � a �D v o� � U W Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 .. ...F�S �J,1 ��................... %HRISTOP!•;EI� P HILLMAN r ......93952..... f +ate/0NAt �'`'�j,' b ,.A This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is occomporled 4 the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The Information disclosed herein is proprletaq with Sterling Engineering d Design Group LLC, and should NOT be used, duplicoted or disclosed without its express written permission. The information herein Is port of a PATENT PENDING processfiro eriol tINALIT140RIZED 115E OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/01/07 PROJECT NO: q55-001 SHEET TITLE: TENDON LAYOUT LEVEL 3 SHEET N0: GS2-2T-B NO. ISSUE: DATE: i C O N t U N O 00 00 O O N N v a� O a 3 d N I N C� W U Q Q CD v� c 0 0 v L U 7 L a� N U C O W O 0 O I Ln m c O 0 a- 0 U d Q I LO rn tep AC l 1/ 1.1 lL)2.1 n28 n3 n3l n34 n4 n42 n44 n5 n5l n52 I--- -- -- -- -- T (/I- -- 285'-4" 7" 12'-11 3'-1" 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" -7" 27'-0" 4'-5" -7" 29'-0 z v Q m m ►n m Ln m Ln m m m i� I ;v, Ln Ln In m m <F t t 0 K " 0 .15; ` 12.15 ;;' 12.15 ;.. .75 ` ;;.r.:12.15 5.2 r 7. 5 5.00 5.00 1.25 Lrn • iri Ia5 KIP -- - - - - - - - - - - - - - - - - - 625 Ln N LI) CD I N - ��! - rn N 38 T - I 480 K '. ------- - ------------ Ln uri ---- -- ' 12.15 -- - --- ----- Lrn :; -- 12.75 -- - --- ----- ----- • - t: 12.7 -- ----- ----- -- - u ; ': 12.1 ----- 7.0 12. r 6. 1.25 3.0 _ .5 2_ _ 3. _ 1.25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - Ln � - - - - - - - - - - - - - - - - - N - - - - Ln L? Ln m m Cri C"i I m r r r • • • N N (VU • 1f1 • m N I m m cri m i� N !n tIl LIl to _ N450 K 7111-1.0 r 12.75 117-7-71 Ln - - - - - - - - - - - - - - -- - --- ----- -- Ln '' 6.50 ui Irn 1.25 In 12.75 12.75 12.75 12.75 - - '` j ,n 3.0 1.25 m ;..- .0 ':: < 1.2 -_------ - ---____ LIl Ln to _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 K/PT 'Ln CV In CA Ln m m Ln m In 480 K - - - - - r 0 IL1 - - 7 - - - - - - - - - in r- u; - - - m r- to - - r in 12.75 : - - - - ' - - - - - - - u� r I Ln - - 12.75 Ffl - - - - - - - - - - - - - - - - Ln r Lri - 12115 PT: - - - - - - - - - - - - - - - 12.15; - - uD r u; - - - - - - - - - 1.25 3.0 1.25 3.0 1.25 In CDci - - - - - 1fl - - - - - - - - - - Ln - - - - In - - - - N - - - - - - - - - N - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - N - - - - - - - - d i V In in Ln 1f1 m Ln m m «i cri m lu z_ J li PARTIAL TENDON LAYOUT FLAN - LEVEL 3 5GALE: 1/8" = I'-O' BUILDING 1/23/08 PRIGING I GARAGE 1/2a/08 PRIGING GARAGE PERMIT ©GARAGE PERMIT RE5UBMITTAL 5/12/08 W • W W zw h� z O L) F-, 1� Cn T� WW O U W Sterling Engineering w • Design Group 7171 Hwy 6 Wh, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 .. •, :+�� CHRISTOWER P. HILLMAN,+, ..................................... i 93952 fJ�� S.ENS� This all is part of a set of drawings for this project and shall not be considered valid unless It Is accomp.led N the complete set of drawln95. WNFIDENTIAL - TRADE 5EGRET5 The information disclosed herein Is proprietary with Sterling Engineering I Design Group LLC, and should NOT be used, duplicated or disclosed withovt its express written permission. The Information herein Is pat of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/01/01 PROJECT' NO: '135-001 SHEET TITLE: TENDON LAYOUT LEVEL 3 SHEET NO: GS2-2T-A C O a) s TO a N O 00 00 O O N N T 0 0 rn 3 m I Uf N 1 N (n C� W U Q Q C� c 0 L v L U 7 L 41 Cn N N L U C N n O O O 1 UJ M C 0 v a 0 U a Q 1 rn / ii PARTIAL REINFORCEMENT PLAN - LEVEL 3 SCALE: 1/8" = 1'-0" REINPORGEMENT SCHEDULE MARK QTY-SIZE X LENGTH, NOTES OA q-#5X6' OB I045X13' OG 12-#5X36' OD 845XI0' OE 1-#5X41' O S-#5X20' O6 2-#5Xa' O 145X35' OJ 10-#5X20' NO. ISSUE: DATE: BUILDING I PRIGIN6 I/23/08 ' GARAGE PRIGIN6 1/21/05 GARAGE PERMIT 2 RE 5UBMI7AL- 3/14/OS GONGRETE RE -DESIGN 6ARA6E PERMIT RE5UBMITTAL 5/12/08 Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 RE c;HRISTOP!?E@ H HILLMAId If �'; .....93952....... � 0°'4/cFbs 4 4 b� 0. 101 This dro Ing Is Part of a set of droKines for tHs project ad shall not be corsidered valid unless it Is accompanied � the complete set of drowings. CONFIDENTIAL - TRADE 5ECRET5 The Information disclosed herein 15 proprietary with Sterling Englneering t Design 6roup LLC, and should NOT be used, duplicated or disclosed riithout Its express mitten Permission. The Information herein Is pat of a PATENT PENDING process/material UNAUTHORIZED 1.15E OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 , SHEET n=: REINFORCEMENT LEVEL 3 SHEET NO: GS2-2R-B O E a r 0 00 0 0 N N 0 M N _O 3 Q N N m (.D Ld 0 Q a CD / rn c • .3 0 • v U L V) N N U C N d O 0 0 Ln m O a a. i O U a1 rn Q to r7 0) ' j k PARTIAL REINFORCEMENT PLAN - LEVEL 3 50ALE: I/8" = 1'-0" NO. ISSUE: DATE: BUILDING I PRIGIN6 1/25/05 6ARAGE I PRIGIN6 1/2q/08 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS GONGRETE RE-DE516N 6ARAH PERMIT RE5UBMITTAL 5/12/OS -: = c:HRISTCf..... P.HlLLMAN ••. 93952 �....: a� '4ICENStOr''����F F� ........� 05r bb lo This drawing Is port of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The information disclosed herein is proprietary mith sterling Engineering $ Design Group LLC, and should NOT be used, duplicated or disclosed without Its express wltten permission. The Information herein Is pert of a PATENT FENDING process/material WkMIORIZED t 5E OR COPYING OF TH15 OR ANY CONTEM f3# 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: O2/0q/07 PROJECT NO: q35-001 SHEET TITLE: REINFORCEMENT LEVEL 3 SHEET NO: GS2-2R-A C T E t2 N 63 I 00 0 0 cV CI 0 O 3 m CV 1 CV Cn CD W C� Q Cr Q U rn c .3 0 L r) L U 7 L r N / N N L U C N LL O 0 0 1 U) C 0 0 0- 2 0 U Q I LO to Cn X PARTIAL FRAMING PLAN - LEVEL' 3 5GALE: I/8" = 1'-0" NO. ISSUE: DATE: BUILDING I PRICING 1/25/081 GARAGE I PRICING 1/2q/05 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N ©GARAGE PERMIT 5/12/OS RE5U5MITTAL E-+ Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1�, 1 1 ............ c R HRISTOPH�P. HILLMAN r� o :............ 93952T.S o� 1�• ti%'4.!CENSEV,..f` 7 10v.�grb00 Thfs drawing Is part of a set of drawings for this project crd shall not be considered valid unless it Is occompcnled N the oomplete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The information disclosed herein Is proprietary with 5terling Engineering d Design Group LLC, and should NOT be used, dupllcoted or disclosed without Its express written permission. The Information herein Is pert of a PATENT PENDING process/material V WTHORIZED LSE OR COPYING OF THIS OR ANY WNTENT5 HEREOF15 STRICTLY FORBIDDEN DRAWN BY: 5JT/HMA/RLG DESIGNED BY: JAG CHECKED BY: 55 DATE` 02/0q/01 PROJECT' NO: q35-001 SIIEET TITLE: FRAMING PLAN LEVEL 3 SHEET NO: GS2-2B PARTIAL FRAMING PLAN - LEVEL 3 5CALE: I/8" = P-O" NO. ISSUE: DATE: I BUILDING 1/25/08 PRICING I GARAGE 1/21/05 PRIGING GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N ©GARAGE PERMIT RE5UBMITTAL 5/12/OS W W W�1 W • O r � O W Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 �HRIST�Pf..... P....... N 93952 /&S This drawing is part of a set of drawings for this project and shall not be considered val'u! unless It Is accompanied N the complete set of drawings. CONFIDENTIAL - TRADE 5ECRET5 The information disclosed herein is proprietary with Sterling Engineering d Design Group LLC, and should NOT be used, duplicated or disclosed without Its express written permission. The information herein Is part of a PATENT PENDING process/material WkMW ORIZED LU OR COPYING OF TH15 OR ANY CONTENT5 HEREOF 15 STRICTLY FOR51VM DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: FRAMING PLAN LEVEL 3 SHEET NO: GS2-2A C 0 N t Q 0 00 00 0 0 N N 0 a� 0 n 0) 3 co I i N V) CD Ld U Q ry Q c� to rn c 3 a L U 7 L V) / m U C N a. 0 0 0 1 Ln V) rn c 0 r o a s` 0 U LL Q I In In 0) / n59 n6 n6l n69 n7 n7l n89 n9 n9l Ro 11 -- 285'-4" -- I I -- t t 4'-5" 2'-7" 29'-0" 4'-5" 2'-7" 29'-0" 4'-5" '-7" 20'-0" 4'-5" [2'- 7 25-5" 14'-5" LU z v m I I --------------- - - - - - - - - - - I .i5 ; I .75 M.T. I2. -_ _ - 5 I 1.25 ,rn 1.25 In 5.0 ►rn - ui In � Ill f �, 2.15 0 .75:.j, 450K 5.0 � � I N N N N N cz N rn N 111 In U) - -'--- - - - � - - - - - - 12.15 ': 12.75 n . , 12.15 1.2 1.25 5.0 12.75 .. 7.0 F 480 K 2.15 5.0 ,n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -_ - - - In III N - - - - - - - - - - ------- to In In m m m • ltl • 1fl � In CV cv N CN - N In • Ltl m 6 m r �i N N N - - -- -- - --- - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -4A - - - - tom- in I ' 12.15 12.15 12.15 `. 12.75 : ': 12.�5 i.0 ;: 480 K 0 ..: 1.2 f : 1.25 ,n '' 3.0 r7 2.15 5.0 F ` �' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_-___------------- -----"' 25 K/FT In In Ul lil In `r' M 12.15 n 12.15 ,; 12.15 ; . n 12.75 r; n 12.75 4S0 K 7 5.0 1.25 1.2 3.0 2.0 5. Iri N (Y (V If) 1!1 0 lIl U) M T m m U) t i l I I I - ----------------- r-L-1 m P m `J 'd PARTIAL TENDON LAYOUT" PLAN - LEVEL 2 SCALE: 1/5" = 1'-0" NO. ISSUE: DATE: BUILDING PRIGINI/23/08' G GARAGE 1 I PRIGING /2q/OS GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS CONCRETE RE-DE516N GARAGE PERMIT RESUBMITTAL 5/12/08 W A.2 a/ A.3 W W h� A.4 A-+ 0 C) ~ O O 09 Sterling D D.1 Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 i:HRiSTO'PF; ..................................... !HIU MAN o 93952'�,�,; 'eI011'*"e/CENSSU,I" F 16 This drawing Is part of a set of drawings for this project and shall not be considered val d unless It Is accomparled N the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The information disclosed herein is proprietary with 5terIN Engineering d Design Group LLG, and should NOT be used, duplicoted or disclosed without its express written permisslon. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYIN6 OF TH15 OR ANY CONTENT5 HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA& CHECKED BY: $B DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: TENDON LAYOUT" LEVEL 2 SHEET NO: GS2-IT-B E C 2 N rn U T a 0 66 1 00 0 0 N N 0 a) z 0 a v Q I i N (A W U Q Q CD U) 0) 4-1 .3 0 0 U 7 -1 U) / a� a� U N d 0 0 0 I to M f) C 0 0 0_ 0 U C0 Z3 d Q I / n1 n1l n2 C2 1) n28 n3 n3l n34 n4 n42 n44 n 5 n5l n52 I 285'-4t 7" 12'-11 3'-l' 18'-8" 7'-9" 4'-7" 7'-0" 15'-5" 4'-7" 7'-0" 24'-5" 2'-7" 27'-0" 4'-5" 2'-7" Ir 8" 2'-0" z ni do m U? m u? m ADI� KO y 15 ; 12.15 F I 5.2 6. 5 8.25 r ui I ui Ln r\ in ' \ / >.25 625 K ;. ,-- - - - - - - - - -- �I �I �I cB'y o I� C I�N 38 K/FT �I �I F 480 r`n - - - - - - - - - - - - - - - - - - - - - - Ln 12.1 n - - - - - in �I �I in : 12.15 1.0 n � Ln in 1.0 6. 5 1.25 1.25 u, - - X - - - - - - - - - - - - - - - - - - - - - - - - - - �I - - - - -� �Iin �I in N In ll� in cri cci • • v N ryM • to C„ (6 cn (6-------- T ------ - 7 (�V In N 480 K in 7-1-1-0 n 12.15 - - - - - - 6.50 n ur' n 1.25 r :12.75 12.15 : " 12.15 `.. 12.15 .. . - - - - - - - - -----____ uS in n in - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 K/FT Ln I Ln � in Ln L" in �n r7 480 K 0 n 1 n n >n 12.15"' n 12.15 ; '.; n 1215 12.15 , In 6. 1.25 5.0 1.25 L J 3.0 LJ ,n in 11) t U1 L!1 t!1 'f? ,� cn cci In cri mt m m - --I PARTIAL TENDON LAYOU-" FLAN - LEVEL 2 5CALE: 1/8" = 1'-0" NO. ISSUE: DATE: BUILDING I PRIGING 1/25/03 GARAGE I PRIGING 1/21/08 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N RESUBMITTARMIT 5/12/05 i Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 uHRISTOP!'EEt PHILLMAN ,�+, J ........................... � 93952 AL This drawing "St of a set of drawings for this project and shall rot be considered valid unless it Is accomparled 4 the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The Information disclosed herein Is proprietary with 5terling Engineering d Design Group LLC, and should NOT be used, duplicoted or disclosed without Its express written permission. The Information herein is port of o PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF THI5 OR ANY CONTENTS HZEOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE` 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: TENDON LAYOUT LEVEL 2 SHEET NO: GS2-1T-A C O a� E a 0 00 00 0 0 N N 0 .D N O 0_ 3 0] I o' I N U7 C� W U Q 0' Q U c .3 a L r) v U L U) N N U C N Ct O 0 0 I U) r) c O _ a a O U 41 m a I Ln M rn / NO PARTIAL REINFORCEMENT PLAN - LEVEL 2 11--J 50ALE: 1/5" = 1'-0" REINFORCEMENT 5GHEDULE MARK QTY-SIZE X LENGTH, NOTES O g45X6' OB 1045X13' OG 12-#5X36' OD 8-#5XI0' �E 145X41' O 8-#5X20' O 2-#5X8' O q-#5X35' O 10-#5X20' I NO. ISSUE: I DATE: BUILDING I PRIGIN6 1/25/08 6ARA6E/2q/OS I PRIGIN6 GARAGE PERMIT 2 RE 5UBM17AL- 3/14/OS GONGRETE RE-DE516N ©GARASE 5/12/05 RE UBMITTALMIT 4.+ S 1� ................... :HRfST6i; � P HUMAN ................................ 93952 ;!_ENSE�Ib ::,jeVo %' 6 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied by the complete set of drawings. CONFIDENTIAL - TRADE 5ECRE1'5 The information disclosed herein Is proprietary with Sterling Engineering d Design Sroup L-C, and should NOT be used, duplicated or disclosed without its express wrltten permission. The Information herein Is pat of a PATENT PENDING process/material LINXIT140RIZED ME OR COPYING OF THIS OR ANY CONTENTS HEIW 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JA6 CHECKED BY: BB DATE: 02/01/01 PROJECT NO: q35-001 SHEET TITLE: REINFORCEMENT LEVEL 2 SHEET NO: GS2-IR-B v PARTIAL REINFORCEMENT FLAN - LEVEL 2 SCALE: 1/5" = I'-0" NO. ISSUE: I DATE: BUILDING I FRIGING I/23/OS GARAGE I FRIGING I/2q/08 GARAGE PERMIT 2 RE 5UBMITTAL— 3/14/OS GONGRETE RE—DE516N RE5UBMITTALMIT 5/12/05 REINFORCEMENT 5GHEDULE MARK QTY—SIZE X LEN5TH, NOTE5 OA q—#5X6' OB 1045X13' OG 12—#5X36' S—#5XI0' O 1—#5X41' O 8—#5X20' O6 2—#5X8' O q—#5X35' O 10—#5X20' 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 iHRISTQPHERi? H{LLMAN tro ................................� l r cNS This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied 4 the complete set of drawings. CONFIDENTIAL - TRADE SECRETS The information disclosed herein is proprietary with Sterling Engineering d Design Group LLO, and should NOT be used, duplicated or disclosed without its express written permission. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED U5E OR COPYING OF THIS OR ANY GONTENT5 F!REOF 15 5TRICTLY FORBIDDEN DRAWN BY. BJT/HMA/RL.G DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PRO]ECr NO: C135-001 SHEET ME: REINFORCEMENT LEVEL 2 SHEET NO: GS2-1R-A c O a) E a 0 ao I 00 0 0 N N T v -v a� 0 m I N C� W U Q Q C7 rn 3 v L 0 v L 1 U 7 L 41 U) / N O L U C N W v— O 'i 0 0 1 to r� C 0 v ` a i 0 U U) Z' LL U) Q I in rM 0) c� PARTIAL FRAMING PLAN - LEVEL 2 5GALE: 1/8" = I'-0" BUILDING I PRIGING 1/23/03 GARAGE I PRIGING 1/21/08 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N GARAGE PERMIT 5/12/OS RE5U5MITTAL 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 .................... HIL.... r This drowing is part of a set of drawings for this project card shall not be considered valid unless It Is accompanled N the complete set of drawings. 00WIDENTIAL - TRADE 5ECRIM The Information disclosed herein is proprietary with Sterling Engineering E Design Group LLC, and should NOT be used, duplicated or discosed without its express written permission. The Information herein Is part of a PATENT PENDIN5 process/material LIRMTHORIZED 115E OR COPYING OF THIS OR ANY CONTENTS FTEOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/01/01 PROJECT NO: 935-001 SHEET TITLE: FRAMING PLAN LEVEL 2 SHEET NO: GS2-1B 0 E Q 0 co I co 0 0 N CV v -v a� 0 0- 3 v d I N N 0 Lv U Q Q U / w rn c .3 v 0 0 L U 7 L (/7 / a) a� U C 0 0- 4-- 0 0 0 1 to C 0 v a 0 U _ rn 73 F- 41 I LO n 1-11 v PARTIAL FRAMING PLAN - LEVEL 2 5GALE: 1/6" = 1'-0" NO. ISSUE: DATE: BUILDING I PRIGING 1/25/08 GARAGE I PRIGING 1/2q/05 GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N GARAGE PERMIT 5/12/OS RE5UBMITTAI Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 r r '.. �I C IIIER P. HILLMAN,�+, ................................ :........93952.....1f�S G. 6 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accorrmled N the complete set of dromings. CONFIDENTIAL - TRADE 5ECRIM The Information disclosed herein is proprietary with Sterling Engineering t Design Group LLC, and should NOT be used, duplicated or disclosed without its express mitten permission. The Information herein Is port of a PATENT PENDING process/matarial LWVJIHORIZED 1,15E OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY. BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: FRAMING PLAN LEVEL 2 SHEET NO: GS24A NO. ISSUE: DATE: C: 0 Q) V) E CL 0 00 0 0 N 0 (D z 0 0- M In CD Uj C 41 41 4- V) O O O CL I'll- 0 0 0 1 U) O o 41 rn Q) In n 0') 14k n59 n6 n6l E-YeTal V Ira- Td I 11YOTE 285'-XE 1-411 4'-5" �'-7", 29'-0" 4'-5" �7' 29'-0" 4'-5" Z��7 20'-0" 4'-5" 7", LfZ A 11 1 1-3 11 UA F zo F 11 LJ F I LJ JJ LJ I k �41477"73 RAMP UP C) /F0 BARRIER GABLE ANGHOR GOLU1,11 2" F (4" PIP) E. 2" F1 (4" PIPE, 2 RE: 10/653-� (4 " F0 (4" FIFE) I I C-< Nm LJ LJ -L-J L 8-3" A 4'- 0 451-011 cv 2" I'D (41' FIFE) F (411 FIFE, , Ln r--,7 7-3 FT '�T 5" THICK 5LA ON GRADE ..... .. REINF. vil #4 16" O.C. Fc, 3000 P I Ln F I J t I L J L CD LU 234'-0" PARTIAL SLAB FORMING PLAN - LEVEL I 5GALE: 1/8" = 1'-0' D2 D3 D4 09 PLAN NOTES I. 5ANOUT5 SHALL BE LOCATED ALONG COLUMN 6RIPLINE5 2. INTERMEDIATE 5ANr-,UT5 SHALL BE ADDED BETWEEN COLUMN LINES WHERE SPACING 15 GREATER THAN 20 FT. LOCATE INTERMEDIATE SAW CUTS AT THE MID POINT BETWEEN 67RIPLINE5. 5. 5ANCUT5 SHALL BE 1/4" DEEP. 4. USE A DIAMOND SHAPE AROUND COLUMN. PR I C, I N6 GARAGE I PRICING 1/2q/08 GARAGE PERMIT 2 5/14/05 RE SUBMITTAL- r,ONr,P,ETE RE-DE516N GARAGE PERMIT RE51J5XITTAL 5/12/05 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .............. ................. HILLMANr .............................. 93952 This drawing is part of a set of drawings for this project and shall not be considered 4d unless It Is accompanied N the complete set of drohings. CONFIDENTIAL - TRADE 5EORET5 The information disclosed herein is proprietary kh Sterling Engineering $ Design Group I-I-C, and should NOT be used, duplicated or disclosed v4ithovt Its express riritten permisslon. The In orm [on herein Is part of a PATENT PENDING process/material UNAUTHORIZED 1,15E OR COPYING OF TH15 OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: 13JT/HMA/RLL DESIGNED BY: JAG CHECKED BY: BB DATE: 02/0q/07 PROJECT NO: SHEET ME: SLAB FORMING PLAN LEVELI SHEET NO: GS 1-1SB c 0 a� U) a 0 00 0 0 CV CV v r O d d I U) 0 i w c� Q a c� / rn c v L 0 0 L 7 U 7 L (n O O U C N n 4- 0 0 0 1 U) f) rn C O v 2 O U U) d U) Q I Ln PO 0) / AE PARTIAL SLAB FORMING PLAN - LEVEL 1 5GALE: 1/8" = I'-0" NO. ISSUE: DATE: BUILDING I PRIGING 1/25/08 GARAGE I PRIGING 1/21/08 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS GONGRETE RE-DE515N GARAGE PERMIT 5/12/08 RE5UBMITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ....F t9'P iI ........ ............ s:HRIST�P".... P. HlLLMAN r 93952 4of�01 ..CENSER CIA t� ,/O has drawing is Part of a set of drawings for this Project and shall not be considered valid unless It Is accompanied N the complete set of drawings. CONFIDENTIAL - TRADE 5EORET5 The information disclosed herein is proprletory with Sterling Engineering d Design Croup LLC, and should NOT be used, duplicated or disclosed without Its express written permission. The Information herein Is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLC DESIGNED BY: JAG CHECKED BY: BB DATE` 02/0q/01 PROJECT NO: q55-001 SHEET TME: SLAB FORMING PLAN LEVEL 1 SHEET NO: GSI-ISA C 0 a 00 I 00 0 0 N N 0 O 3 v m / w U Q Q CD rn c 0 41 v L U L N / N N L U C O r) O 0 0 1 tf) 0) C O _ o O U U) 41 I / 0 SPREAD FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTT. REINP. A 81-01, 1 8-r EA. WAY BOT. B 12'-V 12'-b" 33" 13-" EA. WAY SOT. PARTIAL FOUNDATION PLAN - LE\/F-L 1 5GALE: 1/5" = I'-0" KEY PLAN CMU WALL REINFORCEMENT SCHEDULE WALL TYPE 7HIGKNE55 (NOM) VERT. REINP HORZ. REINS GROUT fc'=3000ps! 5" #4 @24" O.G. N0. a DURO WALL @ ALT GOUR5E5 15T 3 GOUR5E&FULLY GROUTED REMAINDER: GROUT ONLY VERT REINF'O GELL5 NO. ISSUE: DATE: BUILDING I PRIGIN6 1/23/08 GARAGE I PRIGIN6 1 /2g105 6ARA6E PERMIT 2 RE 5UBMITTAL- 3/14/05 CONCRETE RE-DE516N GARAGE PERMIT 5/12/OS RE5UBMITTAL Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 .. •.F�,gslJ HRISTOPN'� HlLUNAN r 93952 t as to so This drowing Is port of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the complete set of drowings. CONFIDENTIAL - TRADE 5EGRE15 The Information disclosed herein is proprietary with Sterling Engineering d Design Croup LLC, and should NOT be used, duplicated or disclosed without its express mitten permission. The Information herein Is port of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF TH15 OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: E35 DATE: 02/01/07 PROJECT' NO: a35-001 SHEET TIME: FOUNDATION PLAN LEVEL 1 SHEET NO: GS1-1B C 0 0 I 00 0 0 N N 0 a� O .64 v Q / w Q rK Q rn c 3 0 L v U L Ln N N L U C O d O 0 0 1 UJ M 0) c O 4-1 L U W D CL 41 Q I t� / SPREAD FOOTING SCHEDULE MARK WIDTH LENGTH THIGKNE55 BOTT. REIN}-. A 8'-O" 8'-0" IV 841 EA. WAY EOT. E 12'-6" 12'-b' 33" 154,1 EA. WAY EOT. PARTIAL FOUNDATION FLAN - LEVEL 1 SCALE: 1/8" = 1'-0" KEY' PLAN CMU WALL REINFORCEMENT SCHEDULE WALL TYPE THIGKNE55 (NOM.) VERT. REINF HORZ. REINP GROUT Fc'=5000psi 8" #4 @24" O.G. NO. I DURO WALL @ 15T 3 GOJR5E5:PULLY GROUTED ALT COURSES REMAINDER: GROUT ONLY VERT REINI-'O GELL5 NO. ISSUE: DATE: I BUILDING 1/25/08 PRIGING GARAGE I PRIGING 1/21/0S GARAGE PERMIT 2 RE 5UBMITTAL- 3/14/OS CONCRETE RE-DE516N GARAGE PERMIT 5/12/08 RE5UBMITTAL 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 ,.. \ ' rn . _ v CHRISTOPHER P.•W0;RN 0 ...................... .4 .i.. r Q 93952 F � This drawing Is part of a set 0 drawings for this project and shall not be considered volld unless it Is accompmied N the wmplete set of drawings. CONFIDENTIAL - TRADE SECRETS The information disclosed herein is proprietary with Sterling Engineering t Design Group LLC, and should NOT be used, duplicated or disclosed wlthout its express written permission. The information herein is part of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYIN6 OF THIS OR ANY CONTENTS HEREOF 15 5TRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE: 02/01/01 PROJECT NO: 135-001 SHEET TITLE: FOUNDATION PLAN LEVEL 1 SHEET NO: GS1-1A z 0 t rn v n 0 0 00 I 00 0 0 N N v -v a� 0 a rn 3 I 0 V) 0 Ld c� Q Q c� v� c 3 v 0 0 U L 41 41 / a� 0 U C a) 0 0 0 1 UJ n rn / c 0 41 v Q O U In 41 W Q n rn / A6 GENERAL SLAB ON GRADE: 5/4 INCHES (TOP) FOUNDATION COLUMN5: 1-1/2 INCHES I. EXCAVATIONS FOR SPREAD FOOTINGS, COMBINED FOOTIN65 AND/OR CONTINUOUS FLAT SLAB NOTES SPLICES IN REINFORCING STEEL 5. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE PILASTERS $ PLINTH5: 2 INCHES FOOTIN65 SHALL BE GLEANED AND HAND TAMPED TO A UNIFORM SURFACE. RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY BEAMS: 1-1/2 INCHES FOOTING EXCAVATIONS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED I. THE SLAB THICKNESS 15 TYPICALLY SHOWN ON PLAN. 1. SPLICE TYPE AND LAP LENGTHS PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. ELEVATED WALL5: I INCHES WITH 6 MIL VISQUEEN IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 2 2. THE CLEAR COVER FOR TOP AND BOTTOM PRINCIPAL REINFORCING 15 AS LAP SPLICE LENGTHS FOR UNSCHEDULED BARS NOT 5HONN OTHERWISE ON HOURS OF THE EXCAVATION OF THE FOOTING. FOLLOWS: THE DRAWIN65 SHALL BE 30 BAR DIAMETERS MINIMUM. STRUCTURAL 5LAEVELEVATED) I INCHES DOWEL BAR REPLACEMENT 6. ANY DISCREPANCY BETWEEN THE DIMENSIONS INDICATED ON THE 5TRUGTURAL AND WALL5 BELOW GRADE (NO BAGKFILL) 5/4 INCHES 2. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM TOP COVER OVER TRANSVERSE (E-W) REINFORCING SHALL BE " 2. ALL REINFORCING STEEL. BARS SHOWN ON THE DRAWINGS GRO55IN6 CONCRETE CONSTRUCTION JOINT SURFACES WITH INSERTS CAST FLUSH A6AIN5T THE FORM ARCHITECTURAL CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR THE STRUCTURAL ENGINEER. WALL5 BELOW GRADE (BAGKFILLED SIDES) 2 INCHES THOSE DE5GRIBED IN THE 6EOTEGHNIGAL REPORT SHALL BE REPORTED TO THE BOTTOM COVER UNDER TRANSVERSE (E-N)REINFORCING SHALL BE I". AND HAVIN6 DOWELS CONNECTED TO THE INSERT IN A SUBSEQUENT CONCRETE POUR SHALL CONFORM To THE FOLLOWING: STRUCTURAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 3. THE 5LA5 PLATE COLUMN STRIP LINES ARE 5HONN IN SCALE ON PLANS AND 7. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS TOPPING 3/4 INCHES (TOP) REPRESENT THE ACTUAL DIMENSIONAL PATTERN REQUIREMENTS TO BE SPLICE CONNECTION AT INSERT SHALL DEVELOP THE FULL TENSILE CAPACITY OF THE REINFORCING STEEL. FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN INDICATED. OPENINGS IN 5LAB5 PROVIDE STANDARD BAR CHAIRS AND SPACERS A5 REQUIRED TO 3. GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER AND/OR ARCHITECT 48 HOURS PRIOR TO PLACEMENT OF CONCRETE IN THE FOOTINGS. USED BY THE CONTRACTOR FOR REINFORCING SPACING AND PLAGIN6. INSERTS SHALL BE ONE OF THE FOLLOWIN6: WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES OR LE55 SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLE55 NOTED OTHERWI5E. THE MAINTAIN CONCRETE PROTECTION SPECIFIED. CHAIR AND REPAR 4. FINISHED FLOOR ELEVATIONS OF 5LAB5 ARE INDICATED ON PLANS THUS: +2'-10" "LENroN FORM SAVER" TAPERED THREAD DOWEL AND LOCATION OF SLEEVES OR OPENINGS IN 5TRU07URAL MEMBERS SHALL BE APPROVED SUPPORT SHALL NOT EXCEED 45" O.G 4. IF THERE IS SEEPAGE IN EXCESS OF ONE INCH (I ), THE FOOTING EXCAVATION INSERT, AS MANUFACTURED BY ERIGO PRODUCT, INC. -DOWEL BY THE 57RUGTURAL ENGINEER. 7. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO A5TM A615, GRADE 60, SHOULD BE PUMPED DRY . 5. ALL DROP HEAD SIZES SHALL BE TYPICALLY DIMEN51ONED AS ONE -SIXTH (1/6) BAR SPLICER", DOWEL BAR SUBSTITUTION AND REBAR SPLICE SYSTEM 05-5AE SPLICER) A5 WITH 5UPPLEMEN7ARY REQUIREMENTS (51). NO. 3 BARS MAY CONFORM TO 5. ALL BAGKFILL SHALL BE PLACED AND COMPACTED IN 8" LIFTS. OF THE SPAN IN EACH DIRECTION, BOTH LONGITUDINALLY AND MANUFACTURED BY RICHMOND 50REW ANCHOR CO., INC. 8. GENERAL CONTRACTOR IS TO VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL A57M A615 GRADE 40, WITH SUPPLEMENTARY REQUIREMENTS (51) UNLE55 TRANSVERSELY, AS MEASURED FROM COLUMN CENTERLINE TO COLUMN PENETRATIONS THROUGH THE STRUCTURE. NOTED OTHERWISE. THE "N" DE516NATION SHALL BE ACCEPTED IN LIEU OF THE 6. FILL SHALL BE GLEAN INACTIVE CLAY NOT SILT. GENTERLINE, UNLESS SPECIFICALLY SHOWN OTHERN15E ON PLANS. IES MAY $E USED ONLY IF APPROVED $Y THE ENGINEER. OTHER SPLINE ASSEMBLTEEL q. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT "5" DESIGNATION REQUIREMENT, HOWEVER OTHER REQUIREMENTS OF SUPPLEMENT 51 SHALL BE MET. REINFORCEMENT BARS SHALL NOT BE TACK �� ARE TYPICALLY 5 UNLESS SHOWN OTHERWISE ON 6. DROP HEAD THICKNESSESDTHICKNESS s�c�DULED OR DETIAILED REINFORCING STEEL SHALL NOT BE TACK WIELDED DOCUMENT5. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND WELDED, WELDED, HEATED OR GUT UNLE55 INDICATED ON THE CONTRACT 7. STRUCTURAL FILL UNDER FLOOR SLAB AND WALKWAYS SHOWN ON PLANS. THE DROP HEAD THIGKNE55 15 A CLEAR DIMENSION BELOW THE 3. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED WITHOUT ENGINEER APPROVAL. WHERE WIELDING 15 APPROVED, IT SHALL PLUMBING DRAWINGS FOR SLEEVES, CUR55, INSERTS, ETG. NOT HEREIN INDICATED. DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. STRUCTURAL DRAWINGS SHALL HAVE PLASTICITY INDEX LE55 THANE AND SLAB BOTTOM. CONFORM To AWLS D1.4, 5TRUGTURAL WELDING CODE - REINFORCING STEEL. OPENINGS IN 5LAB5 WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES OR SHALL BE COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED AINED IN THE 501L REPORT. 7. ALL TOP BARS SHALL BE HOOKED AT OPENINGS AND AT D15GONTIN000S 4.5PLICE5 IN WELDED WIRE FABRIC LESS SHALL NOT REQUIRE ADDITIONAL REINFORCEMENT, UNLE55 NOTED OTHERWISE. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. FABRIC SHALL BE ENDS. UNLESS NOTED OTHERWISE ON THE DRAWIN65 LAP ALL WELDED WIRE FABRIC A THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUPPLIED IN FLAT SHEETS. FABRIC SHALL BE LAPPED TWO MESH AT SPLICES. 8. ALL CONCRETE CONSTRUCTION INCLUDING MIXING, PLACEMENT, GURING MINIMUM DISTANCE OF ONE cR055 WIRE 5PACING PLUS 2 INCHES. APPROVED BY THE STRUCTURAL ENGINEER. q. TENDONS FOR PRESTRESSED CONCRETE MEMBERS SHALL CONSIST OF WIRE SHALL BE IN ACCORDANCE WITH GOLD WEATHER CONCRETE CONSTRUCTION OF AGI. S. THE CONTRACTOR SHALL GOORDINATE DIMEN51EN5 OPENINGS WITH ARCHITECTURAL AND MECHANICAL ANY D15CREPANCIE5 SHALL BE 5. REINFORCEMENT DE516NATED A5 'CONTINUOUS" SHALL LAP 36 BAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE. REINFORCEMENT BAR 5PLICE5 IN 10. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, CONFORMING TO ASTM A416, GRADE 270 K. BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. GRADE BEAMS SHALL BE LOCATED AT THE CENTERLINE OF SUPPORTS FOR BOTTOM BARS AND AT M105PAN FOR TOP BARS. PROVIDE STANDARD A.G.I. ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP 10. WELDING OF REINFORCEMENT BARS, WHEN APPROVED BY THE 5TRUGTURAL CONCRETE MA50NRY UNITS q. THE CONTRACTOR SHALL COORDINATE THE SIZES AND ELEVATIONS OF ALL HOOKS FOR TOP AND BOTTOM BARS AT DISCONTINUOUS ENDS OF ALL GRADE BEAMS. DRAWIN65 SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND 05LIOA7E5 HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, AR151NG ENGINEER, SHALL CONFORM TO THE AMERIGAN WELDING 50GIE7Y STANDARD CURBS, TOPPINGS, AND DEPRESSIONS WITH THE ARCHITECTURAL DUE TO ANY ERRORS THAT MAY OCCUR HEREON. D1.47q. ELECTRODE FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS 1. ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING UNITS DRAWING5. i SHALL CONFORM TO A5TM A233, GLASS EgOXX. CONFORMING TO A5TM CqO, GRADE N, TYPE I, MOISTURE CONTROLLED WITH 10. TOPPING SLABS SHALL BE REINFORCED WITH 6X6-W2.gXW2.q WWM U.N.O. MISCELLANEOUS METALS 11. ALL MATERIALS AND WORKMANSHIP CONFORM TO THE DRAWIN65 AND SPECIFICATIONS 28 DAY ULTIMATE COMPRESSIVE STRENGTH OF 1,350 P51 MINIMUM. ALL MESH SHALL BE LAPPED 12" AT SPLICES. AND TO THE LATEST BUILDING GORE. II. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCEMENT SHALL BE 1. STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM A36/A512-50. CONTINUOUS AND SHALL HAVE qO DEGREE BENDS AND EXTENSION AT CORNERS 2. MASONRY UNITS SHALL BE LIGHTWEIGHT UNITS HAVING A DRY DEN5I7Y OF 11. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL DRAWIN65 2. STRUCTURAL STEEL TUBES SHALL CONFORM TO A5TM A500 OR. B 12. ALL ERECTION PROCEDURES SHALL CONFORM TO 05HA STANDARDS, ANY DEVIATION AND INTERSECTIONS. ADDITIONAL CORNER BARS SHALL LAP 36 DIAMETERS. NOT MORE THAN 105 POUNDS PER CUBIC FOOT. FOR LOCATIONS OF ANY AND ALL EMBEDDED ITEMS RELATED TO THE LIGHTING SYSTEM. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A301, UNLESS NOTED OTHERWISE ON PLANS. MUST BE APPROVED BY 05HA PRIOR TO ERECTION. ADDL REINF. SHALL MATCH PRIMARY REINF. IN SIZE AND QUANTITY. 3. ALL MASONRY UNITS SHALL HAVE A MINIMUM NET TENSILE STRENGTH OF NOT 4. UNLESS OTHERWISE NOTED, INSTALL 22 qa x I" CORRUGATED BRICK TIES 3" INTO 12. GROUT USED UNDER BASE PLATES SHALL BE NONSHRINKABLE TYPE AND LESS THAN 125 PSI, WHEN TESTED IN ACCORDANCE WITH THE METHODS SET 12. THE CONTRACTOR SHALL COORDINATE ALL SLAB FINISHES WITH THE ARCHITECTURAL DRAWING5. MA50NRY AT SPACING NO GREATER THAN 16" HORIZONTAL AND VERTICAL OR AS REQUIRED BY THE LOCAL BUILDING CODE. 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, CONFORMING TO A5TM C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE FORTH I THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY 5. ANCHOR BOLTS, DOWEL5 AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND 5TREN6TH AT 28 DAYS OF 5,000 PSI. PREGROUTING OF BASE PLATES WILL NOT ASSOCIATION. PLACE BEFORE CONCRETE 15 POURED. LOCAL SAFETY ORDINANCES. BE PERMITTED . 4. MASONRY UNITS SHALL HAVE CURED FOR NOT LE55 THAN 28 DAYS WHEN TESTING PROGRAM 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL 13. HORIZONTAL JOINTS SHALL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS 5HONN ON THE CONTRACT DOCUMENTS. VERTICAL JOINTS SHALL PLACED IN THE STRUCTURE. I. THE 6EOTECHNIGAL CONSULTANT SHOULD EXAMINE EACH FOOTING EXCAVATION TO TRADES AND SHALL CHECK ALL DIMENSIONS. ANY 0I5GREPANVE5 SHALL BE GALLED OCCUR AT CENTER OF SPANS AT LOCATIONS APPROVED BY THE STRUCTURAL 5• MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO DETERMINE THAT THE PROPER BEARING STRATA HAS BEEN REACHED. THI5 INSPECTION SHOULD BE PERFORMED PRIOR TO THE PLACEMENT OF THE FOOTING MECHANICAL ANCHORS TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE PROCEEDING WITH ANY WORK. ENGINEER. OF I PART PORTLAND CEMENT, 1/4 PART MINIMUM TO 1/2 PART MAXIMUM LIME REINFORCEMENT IN THE EXCAVATION. IF PROBLEMS ARE ENCOUNTERED, THE I. EXPANSION ANCHORS SHALL BE HILTI "KWIK BOLTS" OR AN APPROVED EQUAL. 14. GONSTRUGTION JOINTS BETWEEN PIERS AND PIER GAPS, FOOTINGS AND WALLS PUTTY OR HYDRATED LIME, DAMP L005E SAND NOT LESS THAN 2-1/2 AND NOT STRUCTURAL ENGINEER SHOULD BE NOTIFIED. INSPECTION OF THE FOUNDATION 2. ADHESIVE ANCHORS SHALL BE HILTI "HVA ANCHORS" OR AN APPROVED EQUAL. 15. DRAWING5 INDICATE GENERAL AND TYPICAL CONSTRUCTION DETAILS. WHERE OR COLUMNS, OR WALL5, COLUMNS, BEAMS AND THE FLOOR SYSTEM THEY MORE THAN 3 TIMES THE SUM OF THE VOLUMES OF THE CEMENT AND LIME USED, AND SHALL CONFORM TO ASTM G270, TYPE 5 WITH A 28 DAY REINFORCEMENT FOR THE FIRST FOOTINGS PLACED SHOULD BE PERFORMED BY LBBI 3. POWDER ACTUATED FASTENERS SHALL BE HILTI "Ds SERIES FASTENERS" OR AN CONDITIONS ARE NOT 5PEGIFIGALLY INDICATED, BUT ARE OF 51MILAR CHARACTER TO SUPPORT SHALL BE PREPARED BY ROUGHENING THE CONTACT SURFACE IN AN COMPRESSIVE STRENGTH OF ISOO P51 MINIMUM. PRIOR TO THE POURING OF THE FOOTING. THE 6EOTEGHNIGAL CONSULTANT SHOULD APPROVED EQUAL. DETAILS 5HONN, SIMILAR CONSTRUCTION DETAILS SHALL BE USED SUBJECT TO MANNER TO (APPROXIMATELY 1/4 INCH) LEAVING THE CONTACT APPROVED M MONITOR THE DEGREE OF COMPACTION OF THE FILL FOR THE SUBSRADE BENEATH 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL P057-TEN5I0NING TENDONS REVIEW BY THE ENGINEER. SURFACE GLEAN AND FREE OF LAITANGE. 6. GROUT FOR POURING SHALL BE OF FLUID GON515TENCY AND MIXED IN THE THE SLAB ON GRADE. ANY AREAS OF WEAKNESS SHOULD BE REMOVED, REWORKED WHEN USING EXPANSION BOLTS, ADHESIVE ANCHORS OR POWDER ACTUATED FASTENERS. THE CONTRACTOR SHALL LOCATE TENDONS WITH SPECIALIZED EOUIP- I6. ALL DETAILS DESIGNATED A5 STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY 15. COMPLETE REINFORGING PLACEMENT DRAWING5 PREPARED IN ACCORDANCE RATIO BY VOLUMES, I PART PORTLAND CEMENT, 2 PARTS MINIMUM TO 3 AND RE -TESTED. MENT SUCH AS BAR METERS AND/OR PAGHOMETER5 FOR THI5 PURPOSE. OTHER SPECIFIC DETAILS GALLED OUT. WITH AGI 515 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE PARTS MAXIMUM DAMP LOOSE SAND, 2 PARTS PEA GRAVEL, AND SHALL 2• THE ENGINEER SHALL INSPECT ALL DRILLED SHAFTS EXCAVATIONS JOB 51TE PRIOR TO THE PLACING OF CONCRETE. CONFORM TO A5TM 0476 WITH A GOMPRE551VE STRENGTH OF 2500 P51 PLACLACEMMENTENT BEFORE POF CONCRETE. MINIMUM. 17. SHOP DRAWIN65 SHALL BE SUBMITTED FOR REVIEW IN COMPLIANCE WITH DOCUMENTS 16. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURED TO SHOWING COMPLETE DETAILS OF ALL WORK BASED UPON THE CONTRACT DRAWINGS THE REINFORCEMENT IN PLACE BEFORE CONCRETE IS POURED. 7. GROUT FOR PUMPING SHALL BE OF FLUID CON515TENGY AND SHALL HAVE NOT 3. ATTERBERG LIMITS TE5T5 OF ALL MATERIAL TO BE USED AS COMPACTED FILL AND DETAILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF LE55 THAN 7 5AGK5 OF CEMENT IN EACH CUBIC YARD OF GROUT. THE MIX UNDER THE STRUCTURES. THE SHOP DRAWINGS AND FOR SHOP AND FIELD FABRICATION. THE REVIEW OF 11. MAXIMUM SLUMP SHALL NOT EXCEED 4" IN FLATNORK. SHALL BE SUBMITTED FOR APPROVAL. CORRECTION OF ANY DRAWING5 SHALL NOT ACT AS A RELIEF FROM RE5PONSI5ILITY 4. COMPACTION TESTS OF EACH LIFT OF COMPACTED SOILS SUPPORTING ALL FOR THE CORRECTNESS OF THE STRENGTH OF THE DETAILS. REVIEW COVERS 15. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL GASES. ALL LAITANGE 8. HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO A57M A82 WITH A 5LA55-ON-GRADE SHALL BE PERFORMED. GENERAL DESIGN ONLY, SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED MINIMUM YIELD 5TREN6TH OF 60,000 P5I AND A MINIMUM 51ZE q GAGE FOR AND 5LU5HED WITH A GOAT OF WET CEMENT IMMEDIATELY BEFORE PLACING SIDE RODS AND q GAGE FOR TRU55 RODS. 5. CONCRETE CYLINDER TE575 AND SLUMP TE5T5 FOR FOOTINGS, GRADE BEAMS, NEW CONCRETE. SLA55-ON-GRADE, 5LA55 ON METAL DECK AND FLOOR 5LA55 (4 CYLINDERS FOR CONCRETE q. GMU LINTELS SHALL BE U-SHAPED CONCRETE BLOCKS FILLED WITH 2,500 F51 EACH CONCRETE POUR WITH MINIMUM OF 4 CYLINDERS SETS PER 100 CUBIC 11. CONTRACTOR SHALL BE RE5PON515LE FOR RIGID BRACING OF ALL WALLS, FORM PEA GRAVEL CONCRETE OR GROUT, AND REINFORCED WITH 245 YARDS). THE STRUCTURAL ENGINEER SHOULD EXAMINE THE REINFORCEMENT 1. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE NATURAL SAND FINE WORK, SHORING AND FALSE WORK DURING CONSTRUCTION. CONTINUOUS, UNLESS OTHERWISE NOTED, LAPPED 40 BAR DIAMETERS OR 2'- PLACEMENTS IN 5LAB5, WALLS AND COLUMNS PRIOR TO THE POURING OF THE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO 0" MINIMUM AT 5PLICE5, INTERSECTIONS AND CORNERS. CONCRETE. CONCRETE CYLINDERS FOR ALL CONCRETE PLACED SHOULD BE A5TM 055, TYPE I PORTLAND CEMENT CONFORMING TO A5TM 0150, AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH (F'c) AT 28 DAYS: 20.BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH HAS PREPARED BY THE INDEPENDENT TESTING LAB AND TESTED ACCORDING TO THE SET, THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED 5UFFIGIENTLY 10. GMU BOND BEAMS SHALL BE BOND BEAM UNITS, NOTCHED STANDARD UNITS, ATTACHED CONCRETE TESTING PROGRAM. CYLINDERS PLANNED FOR VERIFICATION OF MAX. COARSE STRENGTH TO EXP05E THE AGGREGATE APPROXIMATELY 1/4", USE EPDXY WHERE OR LINTEL UNITS WITH BOTTOMS REMOVED. FILL AND REINFORCE PER NOTE q CONCRETE STRENGTH AT 3 DAYS SHOULD BE KEPT IN THE FIELD IN SECURE PLACE AGGREGATE 51ZE REQUIRED. ABOVE. AND AT THE SAME AMBIENT CONDITIONS AS THE CONCRETE STRUCTURE POURED. FOOTIN65 3000P51 NA PILASTERS 3000P51 NA 21. 5UPERPLA5TIGI5ER5 MAY BE USED. USE EUGON 37 A5TMG-414 BY EUCLID 11. AT FREE VERTICAL E06ES OF WALLS PROVIDE I46 VEFAL IN GROUT FILLED GRADE BEAMS 5000P51 NA CHEM. CO. OR APPROVED EQUAL. 5UBMI7 SPECIFICATIONS TO THE STRUCTURAL END GORE UNLESS NOTED E7HERNI5E. PIER GAPS 3000P51 NA ENGINEER FOR APPROVAL. 12. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF P05T-TEN5I0NING 22.ALL CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED REGISTERED ASTM 010 AND THE QUALITY CONTROL 57ANDARD5 OF THE CONCRETE COLUMNS 5000P51 3/4" ENGINEER AND LAB CONCRETE MIX DESIGN DATA RESULTS SHALL BE SUBMITTED MASONRY ASSOCIATION. I. P05T-TEN5I0NING CONTRACTOR SHALL SUBMIT COMPLETE PLACING PLANS AND BEAMS 5000P5I I" TO STRUCTURAL ENGINEER FOR REVIEW. DETAILS OF TENDON AND BAR PLACEMENTS. GARAGE ELEVATED DECK 5000P51 5/4" 25. WATER FOR CONCRETE SHALL BE GLEAN, FRESH, AND POTABLE. 2. P05T-TEN510NIN6 TENDONS SHALL BE DRAPED AS SHOWN IN PLANS, USING RETAINING WALLS 4000P51 5/4" SMOOTH PARABOLIC DRAPE5. BUMPER WALLS 3000P5I 5/4" 24.60NCRETE MIX DESIGNS MUST BE SUBMITTED A MINIMUM OF 15 DAYS PRIOR TO SLAB ON GRADE 3000P51 1" THE START OF THE WORK FOR ENGINEER AND OWNER'S TESTING LABORATORY 3. PO5T-TEN5IONING GONTRACTOR SHALL PROVIDE ALL BAR AND TENDON APPROVAL PRIOR TO PLACEMENT OF CONCRETE IN THE PLANT OR J05517E. ANY SUPPORTS AND ADDITIONAL REINFORCING REQUIRED TO MAINTAIN SPECIFIED 2. CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT ADJUSTMENTS IN APPROVED MIX DEIGNS INCLUDING CHANGES IN ADMIXTURES COVERAGES AND DRAPES. COARSE AGGREGATES CONFORMING TO A5TM G33, TYPE I PORTLAND CEMENT CONFORMING TO A5TM G150, AND SHALL HAVE A COMPRE551VE STRENGTH (F'c) MUST BE SUBMITTED IN WRITING TO THE ENGINEER AND OWNER'5 TE5TIN6 4. REINFORCEMENT USED FOR BAR OR TENDON SUPPORT MAY BE CONSIDERED A5 OF THE SCHEDULED P51 AT 28 DAYS. AGGREGATE 51ZE IN FLAT WORK AND WALLS 25. UPON REQUEST, SUPPLIER SHALL PROVIDE MILL REPORTS ON ALL REINFORCING. PART OF THE REINFORCEMENT 5HONN IN PLAN IF IT OCCURS IN THE SAME OF LE55 THAN 6" THICKNESS SHALL NOT EXCEED 3/4" LOCATION AS THAT 5HONN. WHERE 5UPP0RT BARS ARE CONSIDERED EFFECTIVE, THEY SHALL BE CLEARLY NOTED IN SHOP DRAWING5 AS SUCH. 3. FLY ASH MAY BE USED AS A POZZOLAN TO REPLACE A PORTION OF THE CONCRETE FINISHES 5. WHERE P05T-TEN510NIN5 TENDONS ARE BUNDLED, THEY SHALL BE PROPERLY CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPROVAL OF THE AL ENGINEER. FLY ASH, WHEN USED, SHALL CONFORM TO ASTM STRUCTURAL I. REPAIR CONCRETE EXHIBITING HONEYCOMBS, ROCK POCKETS, RUNS, 5PALL5, BANDED TOGETHER. THE GROUP OF TENDONS IN EACH BUNDLE SHALL LIE FLAT 0618. CONCRETE MIXES U51N6 FLY ASH SHALL BE PROPORTIONED TO ACCOUNT OR OTHF-RA15E DAMAGED SURFACES WITH DRY PACK OF CEMENT GROUT AND AND SHALL NOT OR055 AT ANY POINT. FOR THE PROPERTIES OF THE SPECIFIC FLY ASH USED AND TO ACCOUNT FOR FINISHED FLUSH WITH ADJOINING CONCRETE SURFACES. THE SPECIFIC PROPERTIES OF THE FLYASH CONCRETE THUS RESULTING. THE BARRIER GABLES 6. AFTER TENDONS ARE 5TRE55ED AND EXCESS GUT OFF, ANY EXP05ED RATIO OF THE AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH 2. EXPOSED CORNERS SHALL BE CHAMFERED 3/4" RE6ARDLE55 OF CONDITION HARDWARE SHALL BE SPRAYED WITH RUST -INHIBITIVE PAINT AND OPENINGS AND CEMENT IN THE MIX SHALL NOT EXCEED 20 PERCENT. SHOWN IN SECTIONS AND DETAILS UNLE55 5PEGIFIGALLY GALLED OTHERWISE. SHALL BE GROUTED FLUSH WITH SLAB EDGE. I. BARRIER GABLE AND INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE ' 4. DETAILING OF CONCRETE REINFORCEMENT BARS AND AC(E55CRIE5 SHALL 3. ALL CONCRETE 5LAB5 ON GRADE SHALL HAVE A SMOOTH TROWELED FINISH, UNLE55 NOTED OTHERNIE. WITH PTI 5 SPECIFICATION FOR SEVEN WIRE STEEL STRAND BARRIER GABLE 7. STRANDS USED IN P05T-TEN5IONED UNBONDED TENDONS SHALL BE I/2 INCH CONFORM TO THE RECOMMENDATIONS OF THE A.G.I. DETAILING MANUAL (AGI APPLICATIONS (LATEST EDITION). DIAMETER 210K 7-WIRE STRAND CONFORMING TO A5TM A416. TENDONS SHALL 315 LATEST EDITION). 4. ALL EQUIPMENT PADS SHALL HAVE A SMOOTH TROWELED FINISH. HAVE THE PRE5TRE55IN6 STEEL PERMANENTLY PROTECTED AGAINST CORROSION BY A CHEMICALLY STABLE, PROPERLY APPLIED CONTINUOUS 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL GON70RM TO (AGI 5. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT FINISHED 2. BARRIER GABLE5 SHALL BE SEVEN STRAND GRADE 210 AND GALVANIZED. COATING OVER THE ENTIRE TENDON LENGTH. SHEATHING FOR UNSONDED TENDONS SHALL HAVE SUFFICIENT TEN5ILE STRENGTH AND WATER -RESISTANCE 301 LATEST EDITION). SURFACES FROM STAINS OR ABRA510N. FRESH CONCRETE SHALL BE 3. BARRIER SYSTEMS WITH ELEVEN GABLE5 SHALL BE TENSIONED TO THE TO RESIST DAMAGE AND DETERIORATION, AND SHALL BE CONTINUOUS OVER THE 6. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS THOROUGHLY PROTECTED FROM HEAVY RAIN, FLOWING WATER AND MECHANICAL TENDON LENGTH. FOLLOWS: (SEE AGI 51881'1 SECTION 7.7 FOR CONDITIONS NOT NOTED) INJURY. FOLLOWING FORCE5: FOOTINGS: 3 INCHES 6. 51DEWALK5 AND RAMPS SHALL HAVE A BROOM FINISH(U.N.O.). 8. ANCHORAGES OF UNBONDED TENDON5,ANCHOR5, WEDGES, PLATES, SHALL GRADE BEAMS: TOP 1-1/2 INCHES DEVELOP AT LEAST q5 PERCENT OF THE MINIMUM SPECIFIED ULTIMATE STRENGTH SIDES (BOARD FORMED) 2 7. EXPOSED FACES OF GRADE BEAMS SHALL HAVE A RUBBED FINISH. (HI&HE5T GABLE) NO. 6 2500 LB OF THE PRE5TRE551N6 STEEL WIHOUT EXCEEDING ANTICIPATED SET. BOTTOM (EARTH FORMED) 3 INCHES NO. 5: 2500 LB SPECIAL REINFORCEMENT, REQUIRED FOR THE PERFORMANCE OF THE ANCHORAGE, 8. FLOOR SLAB SHALL HAVE A SMOOTH TROWELED FINISH UNLE55 OTHERWISE SHALL SHALL BE SPECIFIED BY THE TENDON SUPPLIER. SHOWN BY ARGHITEGT. 4: 2500 LB NO. 3: 2500 LB q. FORGES SHOWN ARE EFFECTIVE AFTER ALL LOSSES. q. VERIFY ALL GONCRETE FINISHES WITH ARCHITECT PRIOR TO POURING THE NO. 2: 2500 LB SAME. (LO/VE5T GABLE) NO. I: 2500 LB 10. G.G.T. 15 THE SCHEDULED CENTER OF GRAVITY OF THE TENDONS MEASURED FROM THE MEMBER SOFFIT. SEE TYPICAL TENDON PROFILES. SEALANTS AND COATINGS 4. EVERY GABLE SHALL BE BACK STRESSED AGAINST THE ANCHOR GOLUMN TO II. PRESTRESSING SHALL CONFORM TO THE STANDARDS OF THE A.G.I. BUILDING I. CONCRETE FOR FLOOR SHALL BE TREATED WITH A SEALER AND A EFFECTIVELY SEAT ANCHOR WEDGES. CODE 318, LATEST EDITION. HARDENER. THI5 TREATMENT SHALL BE MANUFACTURED BY 61FFORD-HILL. THE HARDENER SHALL BE (TUFFPLATE) AND THE SEALANT SHALL BE (SEALGO 5. BAGK5TRE551N6 15 TO BE PERFORMED AFTER INITIAL STRESSING D15CU55ED IN 12' CONSTRUCTION JOINTS INBE MEMBERSHALL D BY 5015!). APPLICATION OF THIS TREATMENT SHALL BE IN STRICT AGGORDANCE NOTE 3 HAS BEEN PERFORMED. THE STRUCTURAL ENGINEER. QUARTERPOINT LOCA TIIONS5T-TENSIONED ARE PREFERRED WITH MANUFAGTURER'5 RECOMMENDATIONS. 13. THE 57RENGTH OF CONCRETE AT TRANSFER, F'CI. SHALL BE ADEQUATE FOR THE 2. JOINT SEALING COMPOUND SHALL BE EPO 405 EPDXY SEALER AS 6. BACKSTRE551N6 FORGE SHALL BE 150% OF THE MINIMUM ULTIMATE TEN5ILE REQUIREMENTS OF THE ANCHORAGES. THE MINIMUM 57REN6TH AT TRANSFER MANUFACTURED BY BRADGO PLA5TI05, LNG., HOUSTON, OR APPROVED EQUAL. 5TREN6TH (MUT5), OR 55,000 LB5 FOR THE GABLE TYPE L15TED IN NOTE 2. SHALL BE 3000 POUNDS PER SQUARE INCH. 3. LIQUID CURING COMPOUND SHALL BE "KURE-N-5EAL" BY SONNEBORN. APPLY COMPOUND AGGORDIN6 TO MANUFACTURER'S RECOMMENDATIONS. i. INSTALLER SHALL USE A SLOTTED STEEL PLATE AS A BUFFER BETWEEN THE 4. RELEASE AGENT SHALL BE NON -STAINING MINERAL OIL COMPATIBLE WITH JACKING N05E AND THE GOLUMN WHILE BACK5TRE551N6. REQUIRED FINISH TO CONCRETE. 5. PRE -MIXED GROUT SHALL BE EMBEGO 636 PRE -MIXED GROUT, OR EQUAL NON-5HRINKIN6 PRE -MIXED MATERIAL. 6. A SILICONE SEALANT IN TRANSPARENT COLOR EQUAL TO DON 780 OR G.E. SEALANT SHALL BE APPLIED AFTER CURING. NO. ISSUE: DATE: I BUILDING 1/25/05 PRIGIN6 I GARAGE 1/21/08 PRIGIN6 STRUCTURAL STEEL GARAGE PERMIT 2 RE SUBMITTAL- 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO A57M A512-50 OR EQUAL. CONCRETE RE -DESIGN 2. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE GARAGE PERMIT A.1.5.C. "SPECIFICATION FOR THE DE516N, FABRICATION AND ERECTION OF © RESUBMITTAL 5/12/08 STRUCTURAL STEEL FOR BUILDING", 1118 EDITION AND AMENDMENTS, AND THE A.1.5.G. "GODE OF STANDARD PRACTICE FOR STEEL BUILDIN55 AND BRIDGES' 1416 EDITION AND AMENDMENTS. 3. STRUCTURAL STEEL CONNECTIONS NOT DETAILED ON THE CONTRACT DOCUMENTS SHALL BE DETAILED IN ACCORDANCE WITH THE A.I.S.G. "MANUAL OF STEEL GON5TRUCTION", EIGHTH EDITION, TABLE II AND TABLE III OF PART 4 MAY BE U5ED. THE END REACTION OF THE CONNECTED BEAM SHALL BE DETERMINED FROM PART 2 "UNIFORM LOAD CONSTANTS". BEAM REACTIONS GIVEN ON THE CONTRACT DOGUMENT5 SHALL SUPERSEDE THI5 NOTE. CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION OF 12.0 KIPS. COMPARE TABLE VALUES WITH REACTIONS 5HOWN ON DRAWINGS AND USE LARGER OF THE TWO. 4. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO A5TM A325, TYPE N, X, OR F. CONNECTION BOLTS SHALL HAVE A HARDENED WASHER PLACED UNDER THE ELEMENT TO BE TIGHTENED. BOLTS SHALL BE TIGHTENED ACCORDING TO THE "TURN -OF -NUT" TIGHTENING METHOD. LOAD INDICATING BOLTS AND HARDENED --1 WASHERS MAY BE USED IN LIEU OF THE STANDARD BOLT ASSEMBLY. LOAD w INDICATING BOLTS SHALL BE THE LEJEUNE TENSION CONTROL FASTENING 5Y5TEM AS MANUFACTURED BY THE LEJEUNE BOLT COMPANY, OR THE BETHLEHEM LOAD INDICATOR BOLT AS MANUFACTURED BY THE BETHLEHEM COMPANY, OR AN APPROVED EQUAL. LOAD INDICATING BOLTS SHALL BE INSTALLED IN ACGORDANGE WITH THE v 1 RECOMMENDATIONS OF THE MANUFACTURER. 5. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. I� 6. ANCHOR BOLTS AND COLUMN GAP PLATE BOLTS SHALL CONFORM TO A57M A301, UNLE55 NOTED OTHERWISE. f ••V• j 7. WELDING SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY 57ANDARD DI.1-80. ELECTRODES FOR SHOP AND FIELD WIELDS 5HAf- CONFORM TO A57M A233, GLA55 a Eloxx. 8. SPLICING OF 5TRUGTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS 15 PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL O ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. ' q. PRIOR TO DETAILING CONNECTIONS FOR 5TRUGTURAL STEEL, THE STEEL FABRICATOR v�1 SHALL SUBMIT FOR APPROVAL REPRESENTATIVE DETAILS AND CAL(ULATION5 FOR EACH TYPE OF STRUCTURAL STEEL CONNECTION TO BE UTILIZED. AFTER APPROVAL, THE CONNECTIONS MAY BE INCORPORATED INTO THE SHOP DRAWING5, ALONG WITH A TABLE OF DESIGN CAPACITIES FOR THE RANGE OF CONNECTIONS TO BE USED. 1 10. ANY AND ALL MI5FABRICATION OF STRUCTURAL STEEL SHALL BE GALLED tO THE ATTENTION OF THE ENGINEER BEFORE ERECTION OF SAME. II. SHOP DRAWING5 SHALL BE SUBMITTED FOR REVIEW IN COMPLIANCE WITH DOCUMENTS SHOWING COMPLETE DETAILS OF THE 57RUGTURAL STEEL WORK BASED UPON THE CONTRACT DRAWIN55 AND DETAILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GORREGTNE55 OF THE SHOP DRAWIN65 AND FOR SHOP AND FIELD FABRICATION. THE REVIEW OF CORRECTION OF ANY DRAWIN65 SHALL NOT ACT AS A RELIEF FROM RESPONSIBILITY FOR THE CORRECTNESS OF THE STRENGTH OF THE DETAILS. REVIEW O O COVERS 6ERAL DE516N ONLY. r l 12. HEADED CONCRETE ANCHORS SHALL BE NEL50N OR K5M HEADED CONCRETE ANCHORS V (OR APPROVED EQUAL), AND SHALL CONFORM TO A5TM AI08. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE K5M WELDING u SYSTEMS ( OMPANY. 15-DEFORMED BAR ANCHORS �D.B.A) SHALL BE NEL50N OR KSM DEFORMED BAR ANCHORS (OR APPROVED EQUAL), AND SHALL BE MADE FROM GOLD DRAWN WIRE CONFORMING To A57M A4116. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NEL50N STUD WELDING COMPANY OR THE K5M WELDING SYSTEMS COMPANY. 14. ALL STRUCTURAL STEEL SHALL BE GIVEN A ZING RICH PRIMER GOAT APPLIED IN THE SHOP (3 MIL DRY THIGKNE55). FOR FIELD TOUCH-UP USE SAME PRIMER OF THE SAME MANUFACTURER AS SHOP PRIMER. ME 15. SPLICING OF STRUCTURAL STEEL MEMBERS IN THE SHOP OR THE FIELD 15 PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER. I Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 1 Fps,'' , *: •* CHRISTOPPER P HILLMAN fr:.................. .... �" 10 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it is accompanled 4 the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETs The information disclosed herein is proprietary wlth 5terling Engineering ! Design Group LLC, and should NOT be used, duplicated or disclosed without its express mitten permission. The Information herein Is port of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THIS OR ANY CONTENTS HEREOF 15 STRICTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNEDBY: JAG CHECKED BY: BB DATE: 02/01/07 PROJECT NO: q35-001 SKEET TITLE: GENERAL NOTES SHEET NO: GSO-1 c 0 a� v E a 0 0 ao I 00 0 0 CV CV v a� 0 rn 3 N 1 0 I 0 V) cD w c� Q a c� / C 3 a 0 L U L V) a) CV 0 C N d v- 0 0 0 1 to rn c 0 0 LL 0 0 0 i Q I L0 n rn / L; FT F I I T I 1E, Lud Al JILIJ JL DESIGN CRITERIA I. THIS STRUGTURE HAS BEEN DESIGNED IN AGGORDANGE WITH THE 2006 INTERNATIONAL BUILDING CODE. 2. 1603.1.1 - FLOOR LIVE LOADS: 40p5f 3. 1603.1.2 - ROOF LIVE LOAD: 2Op5f 4. 1605.1.5 - ROOF SNOW LOAD: I. FLAT ROOF SNOW LOAD, Pf: 5p5f 2. SNOW EXPOSURE FACTOR, Go: O.q 3. SNOW LOAD IMPORTANGE FACTOR, Is: 1.0 4. THERMAL FACTOR, Gt: 1.0 5. 1603.1.4 - WIND DE516N DATA: I. BASIC, WIND SPEED, 3-5EGOND 6U5T: 75mph, gOmph 2. WIND IMPORTANGE FACTOR, Im 1.0 3. EXF05URE CATEGORY: B 4. INTERNAL PRESSURE COEFFICIENT: 0.18 5. COMPONENTS AND CLADDING DE516N WIND PRESSURES: +14.6,-1a.5psf 6. 1603.1.5 - EARTHOUAKE PE516N DATA: 1. SEISMIC, IMPORTANGE FACTOR, Ie: 1.0 2. SEISMIC USE GROUP: II 3. SPECTRAL RESPONSE AGGELERATION5, 5s � 51: 0.15 $ 0.06 4. 51TE GLASS: G 5. SEISMIC, DESIGN GATE6ORY: A 6. BASIC, SEISMIC, FORGE RE5ISTIN6 SYSTEM: 5P REINF'D MA5ONRY SW'S 7. DE5I6N BASE SHEAR: 4018 KIPS 8. SEISMIC, RESPONSE GOEFFIGIENT, Gs: 0.035 �. RESPONSE MOD I F I GA71 ON FACTOR, R: 5 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORGE 7. 1603.1.6 - FLOOD LOAD I. N/A 8. 1603.1.7 - 5PEGIAL LOADS I. N/A '�. 1605.1.0 - SYSTEM AND COMPONENTS REQUIRING SPECIAL INSPEGTION5 FOR SEISMIC, RE515TANGE 1. AS 5PEGIFIED IN SECTION 1707.1 10. ADDITIONAL GORE REGOMMENDED LIVE LOADS ARE AS FOLLOWS: I. HANDRAILS AND GUARDRAILS: 50 PLF, 200 LB POINT LOAD 2. GRAB BARS: 250 LB POINT LOAD 3. STAIRS (GONGENTRATED LOAD): 300 LB5 OVER 4 50 INGHE5 4. VEHIGULAR BARRIERS: 6000 LS POINT LOAD ® HEIGHT OF 18" 11. THE 5UB5URFAGE INFORMATION AND FOUNDATION PE51ON ARE BASED ON A REPORT PREPARED BY: LFG, ING., REPORT NUMBER: OS-0204, DATED: FEBRUARI' 11, 2008 12. THE FOUNDATION FOR THE STRUGTURE GON515T5 OF DRILLED PIERS AND HAS BEEN 1:)E516NED USING THE FOLLOWING SOIL GHARAGTERI5TIGS AND GAPAGITIE5 AS PROVIDED BY THE 6EOTEGHNIGAL ENGINEER: I. END BEARING 3 K51' 2. DEPTH TO BEARING STRATA: 8 FT 13. THE FOUNDATION FOR THIS PROJEGT HAS BEEN DE516NED BASED ON THE FOLLOWING SOIL PREPARATIONS AS PROVIDED BY THE 6EOTECHNIGAL ENGINEER: I. N/A 14. THE FOUNDATION FOR THE STRUGTURE CONSISTS OF SPREAD FOOTIN65 AND HAS BEEN DESIGNED U51NO THE FOLLOWING 501L GHARAGTER15TIGS AND GAPAGITIE5 A5 PROVIDED BY THE 6E07EGHNIGAL ENGINEER: 1. 6000 psf BEARING GAPAGIT'( 15. THE FOUNDATION FOR THIS PROJEGT HAS BEEN DESIGNED BA5ED ON THE FOLLOWING 501L PREPARATIONS A5 PROVIDED BY THE 6EOTEGHNIGAL ENGINEER: I. SEE 501L REPORT 16. CONCRETE FOR THIS PROJECT SHALL HAVE NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT GOAR5E AGGREGATE GONFORMIN6 TO A5TM G33, TYPE I PORTLAND GEMENT GONFORMIN6 TO A5TM G150, AND A 28 DAY GOMPRE551VE STRENGTH A5 FOLLOW5: I. FOUNDATIONS: 3000 PSI 2. SLAB ON GRADE: 5000 PSI 3. COLUMNS: 5000 P51 4. RETAINING WALL5: 4000 PSI 5. ELEVATED 5LAB5: 5000 F51 6. SHEAR WALL5: 5000 F51 ASSET PLUS COMPANIES COLLEGE STATION , TEXAS SITE PLAN THE FOLLOWING L157 OF SUPPLIERS, FABRIGATOR5, AND GONTRAGTOR5 HAVE BEEN REVIEWED BY 5TERLIN6 ENGINEERING AND DE516N GROUP AS PART OF A GOMPANY REFERRAL PROGRAM. THEY HAVE BEEN IDENTIFIED AS ABLE TO EFFECTIVELY EXECUTE THE CON5TRUGTION OF THE STRUCTURAL PORTION OF THE PROJECT CONTAINED IN THESE PLANS. TH15 15 5TRIGTLY A VOLUNTARY PR06RAM AND DOES NOT IMPLY A WARRANTY OF ANY KIND. SLAB ON GRADE CONCRETE ELEVATED CONCRETE FRAMING CONTRACTORS PHIL KNIGHT CONSTRUCTION RAGO GON57RUG7I0N HULL ASSOCIATES, LLG 13841 STAFFORD ROAD PHONE: 281-4q5-6312 5610 FM 2215 PHONE: 281-344-0225 1220 CORPORATE DR. E. PHONE: 811-640-6240 STAFFORD, TX 11411 FAX: 281-411-6368 RICHMOND, TX 1146q FAX: 281-344-0058 ARLINGTON, TX 16006 FAX: 811-635-8116 CONTACT: MR. MICHAEL DALE EMAIL: - CONTACT: MR. GARY RANDOLPH EMAIL: GRANDOLPH@RAGOLTD.COM CONTACT: MR. GEORGE HULL GEORGE HULL@HULLA5500.GOM PAGE CONCRETE HENRY BUILDING, INC. COLUMBIA CONSTRUCTION, INC. 14550 WUNDERLCH STE. 202 PHONE: 281-8q5-1150 P.O. BOX 2111 PHONE: q12-224-825I g203 THOMASVILLE DR. 281-46q-3328 HOUSTON, TX 1126q FAX: 28I-8q5-8ggq LANGASTER, TX 15154 FAX: 112-224-5148 HOUSTON, TX 11064 281-46g-3840 CONTACT: MR. TERRY OPPLINGER EMAIL: - CONTACT: ED HENRY EMAIL: - CONTACT: EMAIL: INC. I I IAI I I Ste/(� I REMAN V F. 1� OOD TRUSSES FRAMING MATERIALS 201 E. VIEJO PHONE: 261-116-1114 FRIEND5WOOD, TX 11546 FAX: 281-qq6-1114 TRUSSWAY, INC. IDAHO PACIFIC LUMBER GO. CONTACT: MR. BRAD AERY EMAIL: g4ll ALCORN 5T PHONE: 113-611-6g00 125 MOORE ST., SUITE #101 PHONE: 800-414-3442 HOUSTON, TX 110014 FAX: ?13-691-30110 SAN MARCOS, TX 186bb FAX: 512-3gb-122q KEYSTONE CONCRETE, INC. CONTACT: MR. BILL PATTERSON EMAIL: 5PATTERSON@TRUS5WA1r.GOM CONTACT: MR. LEE SCHROCK LSGHROGK@IDAPAG.GOM 16515 VILLAGE DRIVE PHONE: 713-q83-8002 HOUSTON, TX 17040 FAX: 113-183-8845 PANEL TRU55 TEMPLE INLAND FOREST PRODUCTS CONTACT: MR. 57EVE PATTEE EMAIL: - 100 KILGORE DR. PHONE: 800-145-1324 303 SOUTH TEMPLE DR. PHONE: 136-82q-1218 HENDERSON, TX 15652 FAX: q03-651-1414 DIBOLL, TX 15g4I FAX: 800-426-1382 AUSTIN PAGE SETTERS CONSTRUCTION LTD. GONTArT: MR. BO POWER5 EMAIL: 5O@PANELTRU55.GOM 5101 SAM BA55 RD. PHONE: 512-215-4441 CONTACT: MR. GARY KEELING EMAIL: ROUND ROCK, TX 15661 FAX: 512-215-4553 A55OCIATED TRU55 b LUMBER CO., INC. CONTACT: MR. MIKE 50WARD5/MR. SETH HIKGOX EMAIL: APAGESTR@5556LOBAL.NET 388 SOUTH LARKIN ROAD PHONE: 6I12-226-Ig13 5CHOLL TRUSS $ COMPONENT GOMPANY SUNNYVALE, TX 15182 FAX: q12-226-1253 6200 N. HOUSTON R055LYN ROAD PHONE: 552-217-5140 CONTACT: CINDI GRAGE EMAIL: HOUSTON, TEXAS 170all FAX: 113-bqO-188g NATIONWIDE CONCRETE GONTAGT: MR. GHR15 WIGGS Ghrls.Wiggs®scholltacc.com 13101 REEVESTON RD PHONE: 281-31q-4361 Houston, TX 110341 FAX: 281-303-6824 BRENT DALTON EMAIL: bdcilton@notionwideconcrete.Gom GARAGE DRAWING LIST 650-0 GOVER SHEET 650-1 GENERAL NOTES 651-IA PARTIAL FOUNDATION PLAN 651-IB PARTIAL FOUNDATION PLAN 651-IA5 PARTIAL SLAB FORMING PLAN 651-I55 PARTIAL SLAB FORMING PLAN 652-IA PARTIAL 5EGOND LEVEL FRAMING 652-15 PARTIAL SECOND LEVEL FRAMING 652-IR-A PARTIAL 5EGOND LEVEL REINFORCEMENT PLAN 652-IR-B PARTIAL SECOND LEVEL REINFORCEMENT PLAN 652-IT-A PARTIAL SECOND LEVEL TENDON LAYOUT PLAN 652-IT-B PARTIAL SECOND LEVEL TENDON LAYOUT PLAN 652-2A PARTIAL THIRD LEVEL FRAMING 652-2B PARTIAL THIRD LEVEL FRAMIN6 652-2R-A PARTIAL THIRD LEVEL REINFORGEMENT PLAN 652-2R-B PARTIAL THIRD LEVEL REINFORCEMENT PLAN 652-2T-A PARTIAL THIRD LEVEL TENDON LAYOUT PLAN 652-2T-B PARTIAL THIRD LEVEL TENDON LAYOUT PLAN 652-3A PARTIAL FOURTH LEVEL FRAMING 652-3B PARTIAL FOURTH LEVEL FRAMING 652-3R-A PARTIAL FOURTH LEVEL REINFORGEMENT PLAN 652-3R-B PARTIAL FOURTH LEVEL REINFORCEMENT PLAN 652-3T-A PARTIAL FOURTH LEVEL TENDON LAYOUT PLAN 652-3T-B PARTIAL FOURTH LEVEL TENDON LAYOUT PLAN 652-4A PARTIAL FIFTH LEVEL FRAMING PLAN 652-4B PARTIAL FIFTH LEVEL FRAMING PLAN 652-4R-A PARTIAL FIFTH LEVEL REINFORGEMENT PLAN 652-4R-B PARTIAL FIFTH LEVEL REINFORGEMENT PLAN 652-4T-A PARTIAL FIFTH LEVEL TENDON LAYOUT PLAN 652-4T-5 PARTIAL FIFTH LEVEL TENDON LAYOUT PLAN 652-5A PARTIAL 51XTH LEVEL FRAMING PLAN 652-58 PARTIAL SIXTH LEVEL FRAMIN6 PLAN 652-5R-A PARTIAL SIXTH LEVEL REINFORCEMENT PLAN 652-5R-5 PARTIAL SIXTH LEVEL REINFORCEMENT PLAN 652-5T-A PARTIAL 51XTH LEVEL TENDON LAYOUT PLAN 652-5T-5 PARTIAL SIXTH LEVEL TENDON LAYOUT PLAN 652-6A PARTIAL SEVENTH LEVEL FRAMIN6 PLAN 652-65 PARTIAL SEVENTH LEVEL FRAMIN6 PLAN 652-6R-A PARTIAL SEVENTH LEVEL REINFORCEMENT PLAN 652-6R-B PARTIAL SEVENTH LEVEL REINFORCEMENT PLAN 652-6T-A PARTIAL SEVENTH LEVEL TENDON LAYOUT PLAN 652-6T-B PARTIAL SEVENTH LEVEL TENDON LAYOUT PLAN 653-1 FOUNDATION DETAILS 653-2 FOUNDATION DETAILS 654-1 ELEVATED DETAILS PERMIT OFFICIAL NOTES DEFERRED SUBMITTALS I. THE PREMANUFACTURED STEEL STAIRS 5HOWN ON THESE DRAWINGS SHALL BE PREPARED BY THE MANUFACTURER AND WILL BE REVIEWED BY 5TERLIN6 ENGINEERING AND DE516N GROUP FOR COMPLIANCE WITH THE DESIGN LOADS. QUESTIONS? CONTACT I N FORMATION : I. ENGINEER OF RECORD: CHRISTOPHER P. HILLMAN 281-583-i088/114 2. PROJECT MANAGER: BRETT A. BOBO 281-583-7088 3. PROJECT ENGINEER: BRETT A. BOBO 281-583-7088 4. DE516NER: DWAYNE SHELTON 5. REQUEST FOR PLANS: 251-583-7088 6. BILLING: NAUKA PATEL 281-583-7088/112 7. TO SCHEDULE INSPECTIONS: AN61E BARKER 281-583-7088/108 ADDITIONAL INFORMATION AVAILABLE AT http://www.sedg.net (832) 565-1421 (281) 125-6673 NO. ISSUE: I I BUILDING 1/2. PRIGIN6 I GARAGE I/2q/08 PRIGIN6 GARAGE PERMIT 2 RE SUBMITTAL- 3/14/OS CONCRETE RE-DE516N GARAGE PERMIT RE5U5MITTAL 5/12/OS Sterling Engineering Design Group 7171 Hwy 6 North, Suite 201 Houston, Texas 77095 P:(281)583-7088 F:(281)583-5495 This drawing Is part of a set of drawings for this project and shall not be considered valid unless it Is accompanied N the complete set of drawings. CONFIDENTIAL - TRADE 5ECRETS The Information disclosed herein is proprietary with 5terling Engineering d Design Group LLG, and should NOT be used, duplicated or disclosed Al its express written permission. The Information herein Is pert of a PATENT PENDING process/material UNAUTHORIZED USE OR COPYING OF THI5 OR ANY CONTENTS HEREOF 15 5TRIGTLY FORBIDDEN DRAWN BY: BJT/HMA/RLG DESIGNED BY: JAG CHECKED BY: BB DATE` 02/0q/01 PROJECT NO: q35-001 SHEET TITLE: COVER SHEET SHEET NO: GSO-0 C c rz O N LZJ IZ T W m 0 L� w O V) >"X12" TRASH WELL, iOLD PLYWD BASE " FROM EDGE )NE PIECE, 3/4" THK. ,OUNTER SURFACE W/ -1/2" BULLNOSE 4TL. STUD LEDGERS ;UPPORTING COUNTER 'OP RASH CONTAINER S-0 1 /2" M4 1 1 ST,40NON COUNTED 3/4 =1 —0 MailBox2 SMO FIBE HOR CEM W.R. GYP 3 5, STU[ MAX SMO FIBE MAIL STATION SECTION 1 , , = 1 '—o" MAILBOX PLASTIC LAMINATE COUNTERTOP ON 1/2" EXT. PLYWD. CAP ON 6" MTL. 1 1/4' J w SMOOTH FINISH, 4" FIBER CEMENT 0 TRIM 00 SMOOTH FINISH FIBER CEMENT TRIM ON 1 /2" EXT. PLYWD. TYP. PRE-FAB. MTL. MAIL BOX UNIT i�MAIL STATION CAP DETAIL MAILBOX3 AT RAMP: TYP. SLAB ON GRADE ON POLY VAPOR BARRIER OVER COMPACTED FILL (RE: STRUCT.) ° d.d a CONT., EXPANDABLEI- WATERSTOP, INSTALL 2" FROM OUTSIDE FACE OF -- MTL. TERMINATION BAR CONC. RETAINING WALL °' I I I I AS SPECIFIED BY MANUF. �° — 1I- a o I - d c° IIi1 ° .d CONC. RETAINING WALL ° I (RE: STRUCT.) °. ° °, II — a . � 1- ° — - DRAINAGE MAT OVER ° W.P. MEMBRANE TYP. SLAB ON — GRADE ON POLY VAPOR BARRIER OVER COMPACTED III FILL (RE: STRUCT.) ° 4" 0 PERFORATED DRAIN PIPE ° . I WRAPPED W/ FILTER -FABRIC, 1 I SURROUND W/ DRAINAGE ° ° I! GRAVEL; CONNECT TO STORM (RE. CIVIL DWGS.) q ' I—_ _ °a a. o a° a 1I— (I—I CONC. FOOTING a 11 (RE: STRUCT. DWGS.) .. °°' .. a .10 _ — —1I El III I 1_ —_— —_-71- I— —_ 11II—I-- — III I 1_ 1 SECTION 1-111 II1 1II IIi fRp4r*lf= I4T 1 „= 1 —Q„ RAMP—SECT-01 ",,1 NO T USED 6" • • it BARRIER CABLE ANCHOR COLUMN • o BEYOND (RE: STRUCT.) • a Lo J • m U rn TYP. BARRIER • CABLES (RE: STRUCT.) PROVIDE WASH (RE: STRUCT.) AT RAMP: TYP. SLAB ON GRADE ON POLY VAPOR BARRIER OVER COMPACTED FILL (RE: STRUCT.) v 4 ° a CONT., EXPANDABLE °, d I— WATERSTOP, INSTALL 2" a I I MTL. TERMINATION BAR FROM OUTSIDE FACE OF — AS SPECIFIED BY CONC. RETAINING WALL 1— MANUF. ° a CONC. RETAINING WALL — a — (RE: STRUCT.) PROVIDE WASH DRAINAGE MAT OVER (RE: STRUCT.) ° I W.P. MEMBRANE a TYP. SLAB ON % GRADE ON POLY VAPORBARRIERBARRIER ° OVER COMPACTED FILL (RE: STRUCT.) 0� _ 4" PERFORATED DRAIN PIPE d ° WRAPPED W/ FILTER -FABRIC, (_ SURROUND W/ DRAINAGE ° GRAVEL; CONNECT TO STORM ° ° ° �- (RE: CIVIL DWGS.) - ---- • ° ° ' q ° � o off= I 1=. —_— CONC. FOOTING d a I I— (RE: STRUCT. DWGS.) a a $ 1 1Ml—I—II 1—I IEHI I I ,-11 11Ac 1=I i l► f iI I --III=I � �' SECTION AT R41*lf= � 1 =1 —0 RAMP—SECT-01 NOT USED CONC. BUMPER WALL (RE: STRUCT.) PROVIDE WASH (RE: STRUCT.) a 4. TYP. SLAB ON a GRADE ON POLY VAPOR BARRIER ° OVER COMPACTED " FILL (RE: STRUCT.) a a i v a ° ° 9 ° 1 1 1=III111 MTL. TERMINATION BAR I I AS SPECIFIED BY MANUF. — 1 I CONT., EXPANDABLE WATERSTOP, INSTALL 2" a FROM OUTSIDE FACE OF (= ( CONC. RETAINING WALL —1 ° as DRAINAGE MAT OVER W.P. MEMBRANE - - v d _ I ° dd 4" 0 PERFORATED DRAIN PIPE 1 I v WRAPPED W/ FILTER-FABRIC,SURROU DRAINAGE `. APT. L V L 1 GRAVEL; CONNECT ECTTO STORM (RE: CIVIL DWGS.) _ —I,,o IIo o ° I q a d°1- I 0 .a -I oI—I— p p CONIC. FOOTING - p 1 I— (RE: STRUCT. DWGS.) ts Op 1 I'�—III I II I I —I >, SEC�mrl01�1 =1 � 1 I I III I �T RI41"lf ( I I Ii1 RAMP—SECT-01 w F- Q 0 0 z Q Q w mm DV) D D w o� w LLJ w w w F__ w 0- a w w 0 w w U w Q Q Z O Q w of Q U Q Q Of 0 0 U LiJ � o 0 oo� � d Z 1-d U y M V Z 00 IV Ln dv Ln to ;L V! N M 200 w m 14 E 06 + 4 Ln w c L 1*0 Q Q N rL � Iw w rill C �w� w JOB NO.: 06043 FILE NAME: 6043G119 u a NOT FOR CONSTRUCTION ISSUED FOR PRICING o X ISSUED FOR PERMIT a ISSUED FOR CONSTRUCTION N DRAWING NO. o Gl 19 . i� C 0 I rn; 0 E cn I �I m � I � I Q i 0 of 00 0 0 N rn Ln a 2-HR. RATED, 8" NOM. • " CMU WALL; 2-HR. RATED, 8" NOM. RE: STRUCT. FOR REINF, CMU WALL; 2' • Aw 8312, RE; STRUCT, FOR REINF. 6" 6" o OF�f.P RC-2 ADJUST DEPTH OF PROVIDE CONC. CURB BELOW �r ° P.T. BLOCKING AS CONCRETE AS REQUIRED CMU ENCLOSURE WALL TO • O� RE: PLAN FOR ROOF TO PROVIDE FOR LEVEL TYP. CONC. DECK MATCH HEIGHT OF CONC. AT ? REQUIRED (TYP.) cn SLOPED TO DRAIN STAIR LANDING � • SLOPE DIRECTION STAIR LANDINGS (TYP.) Of (RE: STRUCT.) BARRIER CABLE - • TYP. CONC. DECK > ANCHOR COLUMN " SLOPED TO DRAIN d. BEYOND • ° d- _ o a G _ as d a ° _ (RE: STRUCT.) ° .d (RE: STRUCT.) • `�' o r PREFIN. MTL. EDGE a a a d FLASHING W/ SOLDERED a d ° ° c° a ° Q ° d 1 >, JOINTS ° a ° ° ! d a d o ° d " d a k 4 � d' v d • - i a Qo d c' °. ^ TYP. BARRIER ° a Q Q ° �d a Q d ° ° °° d d ° d CABLES • PROVIDE WASH (RE: STRUCT.) HOLD DOWN CLEAT ° ° a d a a a d. d ° Q (RE: STRUCT.) ° a °. 0 TYP. C.I.P. CONC. RAMP (RE: STRUCT.) y • d °. TYP. SEALANT PROVIDE WASH STL. ANGLE & EXP. (RE: STRUCT,) E STL, ANGLE &EXP. BOLT ANCHORS BOLT ANCHORS e • d.° ed a °•. A n G • 'd .° s MTL. DECK ON 8" P.T. 2x8 BLOCKING c T (RE: STRUCT.) (RE: STRUCT.) < . STL. FRAMING STAIR AI R a s ° TYP. C.I. P. ° < d in •a � o 2-HR. RATED, 8" NOM. CONC. DECKj° o ' (RE: STRUCT.) PRE -FIN. BRAKE MTL. CMU WALL; (RE: STRUCT.) GARAGE FASCIA RE: STRUCT. FOR REINF. 2—HR. RATED, 8" NOM. d' t CMU WALL; STAIR HOLD DOWN CLEAT RE: STRUCT. FOR REINF. GARAGE J I A (R ° b ° 4. ALIGN W/ BRAKE MTL. ° A FASCIA SHOWN AT 8/G1.18 ° C g J J o 5/8" F.C. GYP. BD. ON • o MTL. FURRING CHANNELS TYP. SEALANT %� 1 /� CDT %� 1N C�0 SLA E 1:�ET04 (� ��ENCLOSURE � ��� j m Z m ON STL. FRAMING 4 IF4 I VEHICLE I U) Y SEALANT ,> > „ — �, , �, — „ , >> 0 y w Uo w TYP. SE L 1 1 /2 =1 -0 STAIR 03 1 1 /2 =1 -0 STAIR 01 1 =1 -0 VEHBARR-03 BOND BEAM (RE: STRUCT.) w w F- w u Q_ d W a_ z Of O W W W ° 0 0 z C� Df 0 O � u W Q Q Q � ° W-10 IA W O O O ° IIj'l I oo� o STUCCO SKIM COAT 6' en � Y ON EXTERIOR SIDE o m �' OF CMUo Z 6" III I TYP, C.I.P. CONC. � O eM MTL. DOOR JAMB BEYOND • CO COLUMN BEYOND � t 60 MIN. RATED MTL. DOOR 44 da I (RE: STRUCT.) o AS SCHEDULED N 0 r * d © �� I PI 1. R ROOF C)rs I A I L ( ° d TYP. C.I.P. CONC. o O O E VEHICLE BARRIER WALL �i — Stair Roof_01 3"=1 '-0" LT. WT. CONC, ON MTL, ° o°. (RE. STRUCT.) y LINE OF DOOR POCKET ,, !d b 00 C DECKING ON STEEL CHANNEL .� 1� � o FRAMING - ANCHOR CHANNEL FLASHING UP WALL BEYOND ° .• i d TO CMU BOND BEAM W/ TYP. — — ° PROVIDE WASH AT E 1-- pp + EXPANSION BOLTS TYP. MTL, DR. THRESHOLD, ° ° EXTERIOR PERIMETER O . LIM .`0 E (RE: STRUCT.) SEr IN CONT, BED OF LIM 4) (RE: STRUCT,) ,� CO SEALANT f ~ O H N P.T. 2x6 WD. NAILER ON d TYP. C.I,P. CONC. DECK CMU BOND BEAM MTL. DR. POCKET FLASHING W/ CONT. HOLD DOWN CLEAT, EXTEND UNDER DR. THRESHOLD SEALANT ° ° TYP. C.I.P. CONC. VEHICLE a aT—d °I -�-° �e . • .° ° a ° .. r 91 a 1 s fr a. .• a BARRIER WALL (RE: ° a' : JOHNS MANVILLE EXPAND-O-FLASH ° °° STRUCT.) • ° • ° d • ' EXPANSION JOINT, STYLE: CF/EJ ° RC—Z INSTALL PER MANUF. INSTRUCTIONS PROVIDE WASH AT i �, ° d EXTERIOR PERIMETER CONT. DRIP _________///;` P.T. BLOCKING AS MTL. COUNTER FLASHING W ( )CL / RE: STRUCT. REQUIRED (TYP.) CONT. HOLD DOWN CLEAT, o SLOPE 1 /4" PER FT. J�— SEALANT TYP. C.I.P. CONC. u EPDM REINF. MEMBRANE DECH (RE: STRUCT.) VEH I CLE 5ARRI OR DET41 L « BASE FLASHING, 4" MIN. d n PRE -FIN. MTL EDGE EACH LEG FLASHING W/ CONT. d' v HOLD DOWN CLEAT, 1 "= 1 '-O" d LVL 2 VEHBARR-02 SOLDER JOINTS — ° c v ° ° STEEL CHANNEL FRAMING AT °' o ' LANDING ° CLIP ANGLE CONT. P.T. 2x10 CURB ` ° ° c a d, °d d n a ° ° a d a .. a BETWEEN STL. PRE -FIN. MTL. .°.d d..° .d :d u FRAMING FOR BRAKE GUTTER METAL ANCHORAGE AS REQUIRED TYP. SEALANT CONT. DRIP 4" n . N-9 TYP. SEALANT PRE —FIN. BRAKE U METAL FASCIA q� O N RE: STRUCT. FOR REINF. AT 6 G�Ei O CMU WALL P.T. 2x4 BLOCKING U PRE-FAB. WD. TRUSS ° Q• © o V � (RE: STRUCT.) MTL. DECK ON 8" ° STL. FRAMING RE: STRUCT. o ( ) BRAKE MTL. ANCHORAGE W/ NEOPRENE WASHER N G TYP. C.I.P. CONC. `D VEHICLE BARRIER STUCCO SKIM COAT PUMP �.•- WALL (RE: STRUCT.) a STEEL BEAM 8" NOM. CMU WALL; a RE: STRUCT. FOR REINF. (RE: STRUCT.) Q PROVIDE WASH AT ROOM EXTERIOR PERIMETER W-10 (RE: STRUCT.) TYP. C.I.P. CONC. � 1" A.S. •. . i DECK (RE: STRUCT.) 0 Y °• i 7 d . • ...• e d .� ° • '4 °. u ° • ° ° JOB NO.: 06043 « /i °. d 8•. a .. d • a.• . FILE NAME: 6043G118 Ac CONT DRIP ° NOT FOR CONSTRUCTION © t ISSUED FOR PRICING o u X ISSUED FOR PERMIT h ST41REDCxE DET41L DET41L ATROOF 4CCESS CrIIlU DST41L at PL��lf=ROOM VE I CLE 545ZR I ER DETA I L ISSUED FOR CONSTRUCTION DRAWING NO, StairRoof_02 3 = 1 —Q RF—ACCESS 1-1 /2 =1 —0 cMu at Pump Room 1 "= 1'—O" VEHBARR-01 G1-918 of OU -._- ) t ' f t ' f t ' f f 5:, 0� m 0 IA. 00 0 0 N 01 1-1 Ln FUTURE APARTMENTS PARKING DECK FUTURE APARTMENTS PARKING DECK O J F, U) -{ r ' 1-LAYER, 5/8" GYP. BD. ON 2x4 WALL, DO NOT 3 1/2" 1" AIR 8" NOM. CMU WALL ATTACH TO CMU WALL SPACE �% OF (RE: PLANS) G� 0 2 HR, RATED 8" 2 HR. RATED 8" NOM. CMU WALL NOM. CMU WALL o 3 1 /2" 1 " AIR SPACE t o STUCCO SKIM COAT - ON EXTERIOR FACE 1-LAYER, 5/8" GYP. BD. ° OF CMU WALL ON 2x4 WALL, DO NOT XA ° ATTACH TO CMU WALL L STUCCO SKIM COAT STUCCO SKIM COAT N 2x4 WD. FRAME WALL WOOD HDR. (RE: STRUCT.) XA /\ BOND BEAM (RE: STRUCT.) a TYP. SEALANT 1x4 WD. BLOCKING � 1 x4 WD. BLOCKING I SMOOTH FINISH FIBER E CEMENT TRIM — - ° METAL FRAME W/ ANCHORS w s TYP. SEALANT—� & GROUT FILL ~a MTL. TRIM ACCESSORY MTL. TRIM ACCESSORY 6 o 0 HORIZ. FIBER CEMENT = n SIDING ON W.R.B. ON TYP. SEALANT TYP. SEALANT �i o 5/8" EXT. GYP. '- Z SHEATHING ON 3-5/8 25 GA. MTL. STUD METAL FRAME W/ ANCHORS LINE OF CASED - _ & GROUT FILL ° OPENING ABOVE DOOR AS SCHEDULED DOOR AS SCHEDULED .o LINE OF JAMB BEYOND J J c Q Q o ~ ~ o NOT USIOD DET04 I I � rvlA 1 Lm Room L A Lm Lm DOOR JI4r1a T crib DOORH 004D I4T crolu � D a mm » >, el-cmu-sec. ,� " " �' o 3 = 1 -O 3 =1 -Q JAMB01 3 =1 -Q HEAD01 F- w F- � � w O w w I— w Q_ a- w 0 t O w w U w O 0 U Z U (n Q Q p Q E ADJUST SLOPE & TOTAL RISE OF w Q Q Q CONCRETE WASH TO PROVIDE TYP. C.I.P. CONC. DECK (RE: STRUCT.) ACCESSIBLE THRESHOLD (2% MAX. w o 0 GYP. BD. JAMB -� SLOPE IN ANY DIRECTION WITHIN REO. Q N NOTE: BEYOND -� DOOR AS SCHEDULED MANUVERING CLEARANCE AT DOOR) o 0 PROVIDE 1'-0" X 1'-6" X .080" ALUM. HANDICAPPED " THRESHOLD PLATE SET IN LINE OF CONC. TOPPING AT m PARKING SIGN. SIGN TO READ "RESERVED PARKING" W/ SIGN COLORS:10. 1" THERMAFIBER SAFING 1 A.S. g" NOM. CMU SEALANT, ANCHOR ON ADJ. APT. CORRIDOR ° IDENTIFICATION SYMBOL. WHERE WALL MOUNTED, BOLT TO BORDER BLUE INSUL. FIRESTOP FULL WALL BEYOND PARKING DECK SIDE ONLY CONC. W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS. BACKGROUND WHITE DEPTH OF FLR./CLC. = W SYMBOL BLUE _ = ASSEMBLY r, a LINE OF FIN. FLR. AT 0 M STUCCO SKIM COAT OVER 2 HR: N GARAGE > � 'L O M E HANDICAPPED PARKING SIGN SHALL CONFORM WITH ALL TEXT BLUE CURRENT AND LOCAL CODES AND REGULATIONS. RATED, 8 NOM. CMU WALL; �y RE: STRUCT. FOR REINFORCING (wp, Lm d �— W w y� e ° °C� 'i"1 ill a s d � ° ° d ° ° a d'° CC o 4A Go 10 O E a0. L w o FAFMWQ ° .d H = t THIS SIGN TYPICAL ® / °.. ° d ° ° d c ° ° Q OC cD 1 2" GYP. BD. DRAFTSTOP P d a i� :: d to � EAC BTWN EA. FLR. TRUSS ° 40 + i� .—i PARKING SPACE °d ° a d ° d a d ° d G 0LIM E o rAM RETURN DRAFTSTOP 3" BOTH ° d a a. ° °. a ° ° °d a C L. c w o� ACCEuie�E r- ° d ° ° ° THIS SIGN TYPICAL SIDES OF EA. FLR. TRUSS ° ° ° °' °d O 0 p O a d ALL VAN ACCESSIBLE ) C N 1'-0" PARKING SPACES c I a rr = I ^ Z ® - z o n NOT WAPOLE OLL MOUNTEDUNT WHERE LO ' J n m METAL FRAME W/ ( °F� m i/i N w ANCHORS & GROUT FILL a TOP OF CONC. SLAB ® GARAGE' ° DOOR AS SCHEDULED mr �'� I c,41 HANDIC4P SIGN,411ISrm DOOR ip4r*15 AT CI*AIU 2-HR. RATED, 1 /, 2 =1 —0 HC-SIGN 3�� _ I �_p�� JAMB02 WA Lwk CMU N ° C 3 O s a C m MTL. CAP, TO BE INSTALLED [� � A®� E BY TRASH CHUTE MANUF., ° SLOPE TO DRAIN ui THRESHOLI:� C)STAILAT G4RAGS� APB'. CONNECTION � STUCCO SKIM COAT OVER 2 HR. OO RATED, 8" NOM. CMU WALL; "- ' RE: STRUCT. FOR REINFORCING 3 - 1 - Q I n 2-HR. RATED, NOM. I 8" CMU ENCLOSURE, o FINISH EXTERIOR W/ CO I ! _ 8" HT. x 8" WIDE " STUCCO SKIM COAT oo CONC. CURB W 1 BOND BEAM (RE: STRUCT.) (TYP.) �, - - --- CONT. #4 BAR I (® TOP LVL. ONLY) I i a. • 9 4 ' a: a. 30" DIAMETER TRASH METAL FRAME W/ CHUTE; INSTALL PER i ANCHORS &GROUT FILL MANUF. SPECS i DOOR AS SCHEDULED 3'-0" 3'-0" ol LINE OF JAMB BEYOND s'—o° A B 0 DOOR No. SIZE DOOR HEAD DOOR JAMB DOOR TYPE DOOR MAT. FRAME TYPE FIRE RATING REMARKS WIDTH HEIGHT THICKNESS G1 3'-0" 7'-0" 1-3/4 — — A MTL. MTL. 60 MIN. FLUSH, CLOSER G2 3'-0" 7'-0" 1-3/4 — — A MTL. MTL, 90 MIN. FLUSH, CLOSER G3 (2)3'-0" 7'-0" 1-3/4" — — B MTL. MTL. 60 MIN. FLUSH, CLOSER a 0 o� I 0a j JOB NO.: 06043 FILE NAME: 6043CI17 0 0 NOT FOR CONSTRUCTION g u u ISSUED FOR PRICING X ISSUED FOR PERMIT TRASH CHUTS VENT DOOR HEAD ATVl ISSUED FOR CONSTRUCTION 14 NOTES: VAmr I ON 'fief' S1/2"=1 '-0"TRASH_02 3 _ � _p HEAD02 1. ALL HARDWARE TO PASSAGE TYPE DOORS SHALL BE LEVER TYPE DRAWING No, 2. PROVIDE WEATHERSTRIPPING AT DOOR MARK #1. G lel 71 /4"=1-0"3. PROVIDE BARRIER FREE THRESHOLDS AT ALL PASSAGE DOORS. of T Of m 0 w m 0 0 N rn ai 0 0 -- —----------- ------------------------------- 1 1/2" SQ. STL. TOP RAIL GARAGE 1" A.S. * ' 8312 s�grF of - © pg 1 1/2" SQ. STL. TUBE 1" A.S. 1/2" SQ. STL. TUBE HANDRAIL GAR. RAMP GARAGE FUTURE' APTS. PICKETS @ 4" OC - WELD (UP TO LVL 6) TO T&B RAILS (TYP.) d.. A a \ 1 1/2" BOTTOM RAIL't = 1 0" '. GAR. LVL 5 .: \\ \ 1 1/2" SQ. STL. - ° _ \ NEWEL POST ao �' 96M�,CJIJV� PL U ) PL. CONC. FILLED MTL, HT. HT. — - -- --- --- -- - ----- ---- -- PAN W/ CLOSED \ RISER - WELD TO 1" \ STL. ANGLE WELDED TO Ld STRINGER I STRINGER AND BOLTED 0 INTO CONC. \ RE: STRUCTURAL FOR SIZE C o co d I d 4 d Q co \ IJ 4 a GAR. RAMP (UP TO LVL 5) r i wiz- — W a 10 Q a Q • TYP. WASH F OT USED DIEI `^' ST41R L04ND I I S (RE: STRUCT.) m m m w > > Z M Str ex12 PLY. WD. o SUBFLR. y+'T PLY. WD. APT. LVL 4 '-=s` _ SUBFLR. GAR. LVL 4 APT. LVL 4 � Of a'- w Of ;: >wwwr --w ` ,`c7Cf 1��rrKx�cc d a w w a. � <.•d • ; a. � ,x*�1� ti�u�iUUUU��1r �UUUi�u � p w w w U w V) a Q¢ 0 a i cn co > of of 0 U of 00 PL. i PL. i < < < H T. H T. 1 8" < N cO N 1 1/2" SO. STL. TUBE - o o - STL. TUBE RAIL CNEWEL POST @ 4'-0" O.C. © M MAX. WELD NEWEL POST C5 C 4 1 2" x 2" x 3 16" STL. TO TOP STRINGER CONT. TYP. WASH / / (RE: STRUCT.) PLATE WITH 2 EXPANSION � Vj ANCHORS 1/2 SQ. STL. TUBE i M ; PICKETS @ 4" O.C. WELD _ mot" A.S. _ ►L O co WALL CONNECTION TOT B RAILS (TYP.) � v ° M & ,4k ay 00 oe 4'-0" O.C. t GAR. RAMPy; © �•+ d ' 1 1/2" MIN. CONC. ON MTL. (UP TO LVL 4) 4 a i = oe = REINF. CMU WALL p, N a a .. ►uL DECK (RE: STRUCT.) h00 ± TO PROVIDE MIN. 1 1/2" SQ. STL. 18" HT. VEHICLE O ' TUBE BOT RAIL - },K BARRIER, TYP. ♦ mod. • . I 1''1 W 1O PLY. WD. (RE. STRUCT.) PLY. WD. T 00 iv 1 SUBFLR. _ k SUBFLR. oil GAR. LVL 3 •= W�7 APT. LVL 3 APT. LVL 3 C) O0 d ----- ----------------- 1 1/2" SQ. STL. i TUBE x a = O •�+ 00 P L. i oo PL. i � O W (4 a 1 \I< HT. C Zx Ye u STL. CHANNEL LANDING REINF. CMU WALL r ` ` s kY FRAMING (RE. STRUCT.) \ _0 TO PROVIDE MIN. i 18 HT. VEHICLE ° i" 1/2,; SQ. STL. 01 BARRIER, TYP. W-10w , CONC. FILLED MTL. PAN \ PICKETS @ 4 O.C. (RE. STRUCT.) (TYP.) W/ CLOSED RISER rF " WELD TO STRINGER GAR. RAMP 1, a (UP TO LVL 3) i a NOTE: ° o 3 © I o ALL BARS ARE CORR. UNIT I CORR. UNIT 9. SQ. STEEL TUBING C) rmT w ST 04 1 R rl I D Im 04 D I NCOV I r Grdrl-15 ,> „ h 3/4 =1 — 0., 1 1 /2 =1 — 0 Str-ex11 r 1 PLY. WD. PLY. WD. APT. LVL 2 SUBFLR. APT. LVL 2 SUBFLR. GAR. LVL 2 to — ��J 4��J ll���J�JUIJ V� _ •d, "�ej`-• -- .—_---- IIJ�J��VV�ill� UU � R �G v —' �///U 1 1 /2" SQ. STL. oo PL. PIL co a TOP RAIL I I _ — HT- - _ - HT. �J 1 1/2" SO. STL. TUBE 2 TOP & BOTTOM RAIL 1-1/2 CLEAR--,) I I A ® £ 01 O � 1/2" SO. STL. TUBE [ PICKETS 4" O.C. MAX. 0 1 1/2" SQ. aC, 1 1/2" SQ. STL. Z STL. TUBE GAR. RAMP I c� TUBE HANDRAIL 1/2" SQ. STL. TUBE HANDRAIL (UP TO LVL 2)00 (TYP.) N PICKETS @ 4" OC - WELD °'' �� I w� > _ o TO T&B RAILS (TYP.) 00 c =I I=III--I) I= 1 1/2 SQ. STL. TUBE NEWEL 48" CLEAR. o \=1II1=1I11II� C, v POSTS @ 4'-0" O.C. MAX. III Y 1 1/2" SQ. STL. TUBE BOTTOM 4'_g" " I -I I=� I a G1.19 3 RAIL BETWEEN NEWEL POSTS 1 1 /2 BOTTOM RAIL WELD NEWEL POSTS TO TOP OF I I a „ I II=11 i a \ \ STL. STRINGER, 4'-0 O.C. MAX. STL. ----------- -- -- — NEWEL POST - — \ \ , 1 /2" SQ. s III \ III —I ----------- CONIC, FILLED MTL. PAN W/ CLOSED CONC. FILLED MTL. RISER -WELD TO `\ STL. ANGLE WELDED TO I III=I I— °': s STL. STRINGER RE: STRUCT STRINGER — i I APT. LVL 1 GAR. LVL 1 APT. LVL 1 PAN W/ CLOSED I \ STRINGER AND BOLTED ° ° •� ° INTO CONC. i— _ ° d•° ° °< _ — ° III I I1 _ _ _ _ JOB NO.: 06043 RISER, WELD TO �. RE: STRUCTURAL FOR SIZE I _I I 1=) g " I I-1 I I — — _ _ _ _ _I I=1 1=I 11= — _—_—_-- - STRINGER III—� I —I —III—III I I— I I I I I I —III —I III i I I I l i 1 1 I " 1= I I�7111—I 1=1II— d� =III=� I I —III 11-lll=111=I1 a' =I I-1 III- _) I I=� I-- a• =1 I I I —I FILE NAME: 6043G116 a I 11—III_— —° NOTE: ALL STEEL SURFACES TO BE PRIMED & PAINTED °' ° ,. ° NOT FOR CONSTRUCTION —1 PRIOR TO INSTALLATION OF CONC. TREADS RE: STRUCT. FOR FOUNDATION & ° ° � i � �---� '--' '-- • � 's I I ISSUED FOR PRICING g ANCHOR BOLT SIZE p ° � * n X ISSUED FOR PERMIT STSEL. STAIR DSTAIL. C)r I 4 I � "" fpmrF4 I R GF4R04ar: / 04�mr. SECTION cxv4Rp4cxs / APT. SECTION ISSUED FOR CONSTRUCTION DRAWING NO. 1 1 /2 =1 —0 Handrail 1 1 /2 =1 —0 Str-ex10 —2 1 /2 =1 —0 CORR-02 1/2 =1 —0 CORR-01 G 1 16 - ------------ c- Y O c 0 0 E oy V "r "­ T-k �N t. D 2 AA cn ol 7'-2- ol 01 01 1 12'-0" 8312 '01 .4 ' 7— 1 Y-4" R.O. ol 01 10 9 10'-3 1/2" 2 l/ G G1 .18 42" HT. C-4 GUARDRAIL -C:, =L r9 4e TOP OF CMU WALL Lr) 0. H .18 . ... ....... ADJUST SLP. 0 TYP. T_ WASH TO FROVID PRE —FIN. MTL ACCESSIBLE THRES D A GUTTER AND SLOPE T__ DOWNSPOUT T_ L_E� 1 PER FT. (RE: 11 I L LL E J 00 L 100 00 II Ld --i--42,"-+iT W 10 CD G1.18 CN __._GUARbRAIL!__.._ (TYP LINE OF STAIR 5 I.Z GAR. ENCLOSURE BELOW L -------- I LVL 6 4; UP 8 j_ PROVIDE STUCCO SLOPE 114" PER FT. 5" 4t-9- 4 5 < < < SKIM COAT AT C) :F EXPOSED PORTION PROVIDE ACCESSIBLE OF CMU WALL -3 M CD z fn f AND AIL` r—iTHRESHOLD, WARP uj D D (D D V) V) V) CONC. AS REQ. u (A t -ryp. ------- Lij w bi G2 �2 cy Of Ld of co tz t cr -T LLI LLJ Lij Ld Ld wwwUw Qv N o- o- a- w a- J_ 0 CD Z 0 < < < < 0 ..... ........ E > It Of ch C) Of —loll —2" < < < < 0 u 0 0 V APT. ROOF --L I L. 1z -v 3 -0 -0 GAR. 10 LVL 6 <N co C:, J -1 T .4 E F=::A F Cn, F I. -7 E 0 0 J------------ up 00 100 1 1 — — — — — — — — — — — — in 00 IF 1- o t� r 'r',� I V R (21 0OF 1rm\/��. Smr4i;z G 1 �.rvr�!& 2 THRU rp Lr)2 lu ® C ° _T 00 1 /41)= 1 0" 1/4 1 0 d GAR. 00 L lllllp + E APT. LVL 4 J LVL 6 Ln :E .:.A 0 4.6 00 F= 0 F=:� 0 < F 10 7 F L IL G1. 18 100 IL 01 12'-0" 100 12'—D" r- - ---------- 00 .1 11 4 T 7'— 1 2 1/ 3'-4" R.O. .8"01 t STEEL X STL. TUBE COL. TO —3" '�f2 112" 10' 10 1 10 < COLUMNS TO mi I SUPPORT 2 1/2 T ;�t2 1/2" SUPPORT 10 —3" (RE: STRUCT.) N MID —LANDING (TYP.) X % 14, V �4 T, GAR. DC� C4 -�o A P T. LVL 3 LVL 6 .-N 42 HTJ C14 C) GUARDRAIL C14 C) 42 HT F U-) GUARDRAIL T_ C) Ln Ln ACCESSIBLE -iRESHOL .... ... . .. ADJUST SLI�00 TYR, Ir IDE t 200 00 LINE OF 00 - - - - - - - - - - - - T ROOF 00 &=4 ABOVEcn x L 00 I CD 5 cn C) co CN d 8 b W CN 42'--FfT. "XI GAR.-: r ( I � i r----- —i- r ( U A Al L 42" HT. E==4 APT. LVL 2 LVL 6 BARRIERcn 2'l 74 T 4 % <4 RAIL GUARDRAIL L, (fyp; '5" UP F=A 5'-6' 4'-9- 04 4'—g 5'-6" F PROVIDE ACCESSIBLE 10 F==j THRESHOLD, WARP vi CONC. AS REQ. -U-) PROVIDE ACCESSIBLE T a G2 THRESHOLD, WARP (TYP-) P. LO CONC. AS REQ. 00 W-10SID, ---------- I - — N - 4 L 1 66 U15 4a� — - % ic —2" V_ OP 4� .1 e_ STIL. TUBE COL. TO G1.1 SUPPORT ROOF ABOVE 12' '%0\ c 6' 10-N 01' 01 V\_4 1 �1 , z .4 7 ---- (RE: STRUCT.) 10 12 T GAR. 0\ .41 ; L-A APT. LVL 1 LVL 6 I` �� I a JOB NO.: 06043 3it 5 G1.16 FILE NAME: 6043G1 15 b m c NOT FOR CONSTRUCTION 3 ISSUED FOR PRICING x ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION �'C4 IR SECT I ON Cx1 Lrz\/�L. Smr4l;z Gi LEVEE YGII 8 ui 1 DRAWING NO. u 1 /4 1 0 1 4 1 0 1 /43) 1 1 0" + 115 r 5, cy— m0 w 00 0 0 N 11-1 Ln o+ 0 0 i 9 17'-2" 6'-O" 1'-5" �C c Lo .�i► I G1.18 I 11'-4" PROVIDE ACCESSIBLE THRESHOLD, WARP 3'-2" 2'-10' - O.H. RC-2 � ^ — — ♦ CONC. S REQUIRED _ t cn 4 TOP OF CMU WALL i 1 ("9 ,� of `M t 04 — — x SP. ,I \ I \. � G1.18 ' 1 2' / - W-10 G2 4'-9" _ 1� ,I 5' S ` I \ TUBE COt,. TO SUPRT ROOFS ROVE \ \ (RE: !'TfZUCT.) fix, ___ _._ I _ ._r. _. T I _ _ r �__ r L r .i. - L- 1. -- -- I T I \ co f I -1 I I I _. __.-. - L.-. I -1-- I _ 42" H GUARDRAIL I W-10 — - -- - - - -- - -- . - ! DN 10 - co 1 ;- __. ,_....:... . I...,_._ ._.._' ____, �.---r...-_1..._-•- .._._ 1. - 1 .-- W 10 ° STL. ✓ I - III - ------ - -- J \ 00 CN GAR. ' = - - GUARDRAIL- T - _ _(TYR.} r I p t I °� BEAM BELOW !' -...._ Ili ! \ t \ \,\ 30" �. MTL. TRASH 'VENT LVL 7 • , x _ _ ! I • : :: • " o --+- i PROVIDE STUCCO b I � Of I i III -- I I III: \CHUTE MAN LINE OF OOF BOVE 'a � I -�--i- -- HT. I HA DRAIL - TY ) ® !. - - - o SKIM COAT ATLd EXPOSED PORTION OF CMU WALL _ + — I L \ + - N o -' -� -------- �- j - - x CD "' 42' HT. W 10 I STL. TUBE 'COL. \ \ \ SUPPO T ROOF ABOVE o---- I _ _ -A a t i __ 04 GUARDRAIL I (RE: ST CT.) \ I GAR. I_. I a APT. ROOF — — LVL 6 -- — ...: - - - - - - - _. F F I --- -y- NOT U65D8,r I� —t — — — — — I 1 1„ f 11' 4" to T• r^ r� r �, I F== _..- I I = � I +-- • — — 1/4 —1 0 �XQfwOf w d w d w IL � w w IL F=� - -- -- ---- -- -i -L-- - z 0 w w w U w T L.o--r---T- aQaZa — ------------ - --,- L - - -- - 17' 2" 6' 0" 1' S" w Q Q a a 11'-4" 9 -9" 3 11" TR. 4'-8" 3'-2" 2'-10" w r CD co cl co I " 36" H T. M TL. =2 -9 G 1 HANDRAIL -, i t ...__. ¢ <I 0 0 0 0 �' ' Z Q m U Ij � �- - t i GAR. LVL cJ I I I. - _ r _. _ to 1 _ . !I .- � ...�.. .L.. -i -r --- 1 _I . � , \ I 31 LISP. 1'-O" -4" R.O. „ ol t W-10 G2 0 3„ SQ. STL. W-10 � UP t N M M Z 1 -1 1 �2" `� COL LANDING ` M .a. . -- --- -- --• -- - ---� .• - o 4, 9„ 4, g„ - �4 - 1� I PP RT i� SUPPORT .- - H oe LA - - , F- I • PRE -CA T UP .; i co �y h N 4K \ F F=�-- -- - -- I QNC o PR VID ACC SIBLE ( P. \ THRE OLD, WA a 1�1 v L " loo_. _ L- ...1-_.. _ .._ 1 _._._i Ido _ ___ .._--,_----._-- T ^ ao 42 T. MTL. CONC. S REQUIR GUARD IL `" �- � N STEEL I--- I o� COLUMNS 0 SUPPORT i MID -LAND G - 1 - 1 -- r a�S - --� - W-10 0 o a� La' II 34" DIA. SLAB OP ING \ 5 Illj \ G1.18 \ 0" DIA. M . TRASH I • + E 00 w (TYP.) - -- -- - L o - - - 1-1 - - 1 I N T -- '- i - W-10 C TE (RE: NUF.) III III \ N p a.+ 00 o N o p �_ c GAR. r -- - 1 - - I -r o ems+ _ �+ t LVL 4 T-L---- ---- -' --- -�--- ---- APT. LVL 4 - F I o 42 HT. \ �/ W GUARDRAIL \. \ 10-3 8 a ..t ---'— 1--- G1 16 N -I ----------- co ... ' • \ I1Y NOT u epr; ID I R cx 2 \,00 rm L. GAR. a /4 — — 0 1 �1 7 - 1 —APT. VL 3 I ----- r , �— J_. . LVL 3 .:.. v,., ... ,.,.. u �._ - WARDR' - -- AIL Fpa ! II L, a _� L (TYR. F = Q - - i - - 12-8 7 -2 " 12'-8" 8'-8" g'_6" 6'_p,r C=� > v F - - L -,-- -I - -._ „ 11'-4" 3,�_4" 3, 4„ R.O. 2'-0" 3'-2" 2'-10" ol F 36" HT. I � _' o o ' t ... HANDRAIL (TY .) l � � r_ ._.... _ _ _ ,� CMU WALL BELOW � SP. o „ 34 DIA. SLAB OPENING C„ O� / " r4 4 1/ RASH COU DIA.RETL�A ( NUF.) x - - - -- - j -- TRASH CHUTE ENCLOSURE BELOW — ( o I 4'-g^ 4'_g t o TRASH DROP ,.. GAR. - r T �__ SLOPE 1 4" PER FT. \ — DN _I UP ` PROVIDE W-10 /a CES B E ROOM-+ co iL n I o LVL Z --, -- APT LVL 2 0 T- T _ _ 90 MIN. RATED _ t - _ -:_ _ -- -J INTAKE DR.`" \ ' ' F - _ , PRE -FIN. MT . r7 __-_-- - �. _� 1 0 F - - T I- . �- l - GUTTER AND I DOWNSPOUT � 11 d I II G G1 n /1 F=� --- L- I -=-L- I T----- - �- � b N LINE OF STAIR ENCLOSURE I I W-10 II ' I i t BELOW 3'-6" \ t i _-L F III II 3'-2 .0. 2'-d" 2'-0" -4" R.O. \ � 6— I �_ _ _ 8 I � I — -- - r' 6 - x� — — , t - G 1.18 � I SLOPE 1 4' PER FT. ` - 2 1r I - 5' I / JOB NO.: 06043 GAR. -- �I, l.- I_ _ o _-_ _ -_ I I �, GUARDRAIL i 10 FILE NAME: 6043G114 LVL 1 APT. LVL 1 = 8" 1" \. 10'-3" i� 21 8" \ D.S. -- -------- __. - - - - - -- --------- ---- t -4 ----- , \ - NOT FOR CONSTRUCTION i v 3 ISSUED FOR PRICING ISSUED FOR PERMIT G1.16 CMU WALL BELOW ISSUED FOR CONSTRUCTION epmr I4 1 R 2 —BE 7 c I 1 Omr4lp%I �i � — ROOF:LrZAL.G 14 2 —�m \4=6 2 or H f� u DRAWING N0. 1 /4 =1 —0 1 /4 =1 —0 G1.14 1 /4"=1'-0" G1*14 6 A1.17 W-10 C O O ry E W m a T � m � LA- HORIZ. FIBER CEMENT SIDIN rm L. 0 V. is MAIL smr 4 mr 1 ON �1SEGT0 a MAIL STATION G1:19 low � �u u 5 T n Mnii aTnrinwi � 1 � 1 1 � • 1 I � � • 1 1 � � • 1 I � � ■ WE SECT. Is MAIL STATION 1 //4$1=1 P-01) i )=, X4 I o" 1SEGT. a MAIL STATION CEMENT SIDING 7 G1.19 SEmamr. a MAIL ST4 1/4"=1'-0" mr Ion M tpmm� 1 M v,. J J Q I— H F—LLj H F— CO d] z m C7 (n W of W cv- WO W E ch CY f W ct W d W d W d W W 0- zp W W W U W 0 U 0 z 0 Q Q Q p Q w a Q a Q CY u0 c� W F- C>�o o < N cp \ at \ N I'� N Z Q m U S � O e+ pp o°1e CD L da • t L CA CIO a W t u 0 Go < 1 �00 + ~ f C• t ri co O c O .., a 2 C a s 3 c V � C e a C a u L DUI c O � a .c c JOB NO.: c D6043 1 FILE NAME: 6043G113 NOT FOR CONSTRUCTION t ISSUED FOR PRICING X ISSUED FOR PERMIT 4 ISSUED FOR CONSTRUCTION DRAWING NO. c G1.13 8 2A g 2 G1.18 G1.12 G1 18 j TOP OF CMU AT STAIR O.H. I I I BEYOND OWER 1 i 7J17 r4 I o _ co PROVIDE STUCCO SKIM STAIR G2 1 1 ( GAR. LVL 7 COAT AT EXPOSED L x PORTION OF CMU PROVIDE STUCCO SKIM—, I , I i r-� _1 ?}4 , 11 WALL r, I COAT AT EXPOSED OF CMU I DOOR FOR ROOF — PORTION WALL I ACCESS I ao 0o I '-LT_T:_-r_T DR. AS SCHED. PROVIDE STU 36" HT. , LINE OF ROOF AT i GUARDRAIL T \� of PORTION COAT T OFF T� i HANDRAIL , APTS. BEYOND i GAR. LVL 6 --STAiR—G2 — t-----yam — -- —------------ �— F — — — — — — — - - - -- ROOF AT FUTURE APTS. APT. LVL 4 _APT. LVL 3 APT. LVL 2 90 MIN. DR, TO FUTURE APTS. APT. LVL 1 --t_,_-1_-' = +I WALL . Y n1 T-i ROOF AT — 3&4 I - LT. WGHT. CONC..- Ti:T-.!�__.._ t. , FUTURE APTS oo oo ON MTL. DECKIN i G1.16 W-10 i I I ON STL. CHNL FRAME TRASH STAIR G2 ,' DROP GAR. LVL 5 I I I e TRASH STAIR G2 DROP _ - - - GAR. LVL 4 I 90 MIN. RATED INTAKE o0 W-10 I DOOR (TYP.) I \ i j TRASH j STAIR G2 oil DROP , - - - - - - GAR. LVL 3 90 MIN. DR. I I 00 (TYP )HED. I 30" DIA. TRASH CHUTE (RE:MA�UF.) PROVIDE SPRINKLER PROTECTION G1.19 TRASH PER SEC. 903.2.10.2 STAIR G2 j ,' DROP j GAR. LVL 2 — - _ — �0� 1 W-10 I I----------- loo1 COMPACTOR & TRtSH I i CONTAINER MECH. I i STAIR G2 ROOM TRASH ROdM I SP�RE CONTAINER I I PARTIALS 5UILMING SECTION 1 /8 =1 — 0 SECT-05 STAIR G2 T.O. CMU 00 I 00 LVL 7 00 I FUTURE LVL 6 /—APTS. - - - c of o� - o E w In m 5, W m 0 w co 0 0 N Ln a) 0 0 Rp. ACCESS BEC Il BUILDINCs SECTION j 7.1 8.1 9.1 I fo 1/1 6))=l I-Oj) SECT-04 PARTIAL BUILDING SEC 1 /8"=1'—O" SECT-05 KEYMAP w a OF v a J J F-- w On M m > > � ::) w w co-w N tY L tY F- � F- F- w F- Ir IY cy- w Of w a w IL LJ IZ F- w w IZ ZO w w w U w U) 000z0 Q Q Q 0 Q w U Q Q C Q \o 0 N N � CV C) 1) O z Q m Lc) L I ei Go oe �Ln cn co �C4 ai G � � (000 t! C !� Cc F—+ + E 00 �f1 Lo a) 11 O 1A C4 c �w � 0 � w f Q JOB NO.: 06043 a FILE NAME: 6043G112 a a NOT FOR CONSTRUCTION r m ISSUED FOR PRICING g u x ISSUED FOR PERMIT a v v ISSUED FOR CONSTRUCTION DRAWING NO. G 1 o 12 0 CO 1 ao I 00 I, 00 1 co I 00 APT. ROOF /L 5 �. /L 4 10 00 i /L 3 /L 2 00 ri /L 1 �CsAl2ACsE - BUILMDING SECTION Gl .16 STAIR G2 STUCCO SKIM COAT ON T.O. CMU LVL 7 FUTURE APTS LVL 6 FOREGROUND LVL 4 11 WIN rAr LVL 2 LVL 1 1FEE- B.9 I DO I 2 I G1.18 i I LVL 6 I I oo I i LVL 5 — I 00 I LVL 4 00 I LVL 3 I I 00 I _ LVL 2 -- I I co r- LVL 1 STUCCO SKIM J COAT ON CMU (3F4 m A(2 S _ wr=fpmr rLr=\/04mrlcNl AT PUMP ROOM 4 G1,18 1 /16"=1 1-0)) ELEV-WEST (SIM) 1 /16"=1)—Opp 1.1 2.1 3.1 4.2 5.2 5.9 6.9 7.9 8.9 9.9 11 STAIR G2 BEYOND I t I I I I I I ' 1 (,AD I vl 7 I I I (1 1 R W, 00 00 I 00 00 I 00 I f, DF co co 00 3 DO I 00 D C.1 B.1 A.4 I I I i APT. LVL 4 � Y , f GAR , i i 00 I i a I I c APT. LVL 3 r, - _-_FL"VL- #.h o -w . wy Ew ma m APT. LVL 2 GAA , 1wLt . 00 04 - APT. LVL 1 a;T -G AK, Lt 00 O O CN STUCCO SKIM COAT ON CMU 4 AT PUMP ROOM Ln G1,18 GARAGE SOUTH ELEVAT I ON 1 /16"=1 , _ O„ ELEV-SOUTH - EAST SLOVIATION 00 AP T. LVL 4 I n APT. LVL 3 t\ APT. LVL 200 ^, a I APT, LVL 1 ELEV-EAST MU 9' 00 00 00 SKIM COAT ON CMU AT STAIR TOWER �. • ems. 71t )F co 0 co I i Ld ~ 0 r a 0 I o z OD NOTES: 1. PROVIDE 8'-2" MINIMUM CLEAR AT GARAGE LEVEL 1. 2. PROVIDE 7'-0" MINIMUM CLEAR AT ALL OTHER LEVELS. KEYMAP �y Q Q H H Li m z m U) w w 6:E o 0 w ft� w w f w pw a a w w w w uo U Q U Q Z 0 U Q w of ofU of IY Q 0 Q 0 Q 0 Li C) 00 Q COS cY N_ z m U M Z cc • c W _ �� h N Q ` Q �1 c12 d In C) + w C C) Aw 0 0 v ® E /� Q • • �i O N ® a � � N O a � v JOB NO.: 06043 v FILE NAME: 6043G111 a a NOT FOR CONSTRUCTION v L U ISSUED FOR PRICING a X ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION DRAWING NO. a G1.11 0 a o 'Co kr L' Qvo on C 0 o� 0 ry E w V) d 5, (Y- in 0 w Q:D V) (14 0) 00 0 0 N rn 41) 0 I 0 0 GAR4GM PLAN - LEVEL 7 / 200E 1 /16" = V-0" LEGEND: A.S. AIRSPACE FIRE EXTINGUISHER FEx (WALL MOUNTED) B BOLLARD C COMPACT PARKING SPACE 8" NOM., CMU BLOCK INFILL WALL COL. STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT WS. PRE -CAST CONCRETE BUMPER - ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O.C. FACE OF CONCRETE WALL TYPE - SEE SHT F.O.M. FACE OF MASONRY W_X G1.02 FOR SCHEDULE F.O.S. FACE OF STUD H.B. HOSE BIB SP. STANDPIPE NtriviHr � W F- Q r) z J J F- F- F- F- 5i W m Z m �_ U) N W 0 W w W W aa- W F-- Wn_ W 0 W W � W U5 a a z 0 Q W Of Of U Q Q Q (� (.D C) 00 00 F- N Q Q EE 4 N O n � z m U O M �i 00 Lm �Iv LA 'reo (n o a arc + � � to d 000 -- V 12 to all 00 + L O N ®! O 'A N = 0- 0 ° ems+ S ate+ a C; v a � a v a /a U ® L Ua cis i o ® a t J JOB NO.: 06043 a FILE NAME: 6043G110 a NOT FOR CONSTRUCTION ISSUED FOR PRICING g X ISSUED FOR PERMIT a ISSUED FOR CONSTRUCTION DRAWING NO. Gl. 10 a 0 ME c 0 rn� o EW U)a m0 m 0 0 N rn N 0 0 a,4;R,4ar= PLAN.1/16)) - it-C) -LEVEL 6 LEGEND: A.S. AIRSPACE FIRE EXTINGUISHER FEx (WALL MOUNTED) B BOLLARD C COMPACT PARKING SPACE 8" NOM., CMU BLOCK INFILL WALL COL. STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT W. PRE-CAST CONCRETE BUMPER - ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O.C. FACE OF CONCRETE W_X WALL TYPE - SEE SHT F.O. M . FACE OF MASONRY G1.02 FOR SCHEDULE F.O.S. FACE OF STUD H . B . HOSE BIB SP. STANDPIPE IL N -- �' I r\triviHr � v��i�i1lJ.i:7I W F— Q O Z .J Q J F— FF_ W 5� m Z :�i m (n (-) D V) W of 0 W cr F— 5� W 0'- F- Of W or W VJ F— m' W 0 aa_Wn_ W W U W C9 Q CD Q Z 0 Q w Q Q U Q Of 0 C) 0 W Q N o 0 N O z_ M � � 0 Z LD U M O 0 al co Ln Lmri th do C4 o a � df E 0+ L O NLs r f fr F, ® �^ JOB NO.: 06043 FILE NAME: 6043G109 a NOT FOR CONSTRUCTION v ISSUED FOR PRICING a X ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION DRAWING NO. Gl 909 0 0 0 o� o af U) a``'. xX m0 00 0 0 N rn 0 N 0 Q 20'-6" ®;� 22 SPACES 9' 0" EA. = 198'-0" 23'-0" 20'-6" ;I o i w Lo ' i� - 9'-3" vai 26 SPA ES ®9'-0' EA. - 234'-0" ED 14 i O Q t P { f 0 co cxF4fRp4cxE PLAN - LEVEL Ep 1 /16" = 1'-0" LEGEND: A.S. AIRSPACE FIRE EXTINGUISHER FEx (WALL MOUNTED) B BOLLARD C COMPACT PARKING SPACE 8" NOM., CMU BLOCK INFILL WALL COL• STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT W.S. PRE —CAST CONCRETE BUMPER — ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O.C. FACE OF CONCRETE W—X WALL TYPE — SEE SHT F. 0. M . FACE OF MASONRY G1.02 FOR SCHEDULE F.O.S. FACE OF STUD H.B. HOSE BIB SP. STANDPIPE r\ t r iviHr U J H J F- F- F- LLI m m V) V) W ()f 0 W F- F- W F- W W n.ILwa W F- W ZO w LLJ U W U Q U Q Z 0 U Q w U Q 0 Q 0 Q 0 00 F N C Q OZ m U con M q'4.) C M � Alad ►L 14 to 00 �e ' N a ; + 1� d e� (coo ._ O � V Ill- 00 L d �G C O da 1A C4 c V N v U N a ® a 3 @0) � �0 o 0 v a a JOB NO.: 06043 FILE NAME: 6043G108 1a a NOT FOR CONSTRUCTION ISSUED FOR PRICING a X ISSUED FOR PERMIT a ISSUED FOR CONSTRUCTION DRAWING NO. I _T0 m c o�_ o� EW V)0- 5, ly- m 0 g W Q V) �Ln N 6i 0 0 0 N rn Ln a) 0 0 (D-- s 1­' �' 11 1,18 1'-1 16'-0" 31'-0" 27'-0" 36'-0" 27'-0" 36'-0" 36,-0" 35'-5" ' ' ' ' ' ' 285'-0" ' 1.1 2.1 3.1 4.2 5.2 5.9 6.9 �79 Rw_ I MERN, M %-ERA M-A 1 /16" = V_0" A 4'-5" 23'-7" 27'-0" 28'-0" 18'-10" 35'-7" 9 9 9,9 10 11 LEGEND: A.S. AIRSPACE FIRE EXTINGUISHER FEx (WALL MOUNTED) B BOLLARD C COMPACT PARKING SPACE 8" NOM., CMU BLOCK INFILL WALL COL. STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT W. PRE -CAST CONCRETE BUMPER - ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O.C. FACE OF CONCRETE W—X WALL TYPE - SEE SHT F.O.M. FACE OF MASONRY G1.02 FOR SCHEDULE F.O.S. FACE OF STUD H.B. HOSE BIB D SP. STANDPIPE ■ r�triviHr � J J H F- F- F- W m Z m � �_ V) Ln U W cr Q W Of �- F- 5� W ly- ♦- 5� af Q� W (' W Q W W F- Lil W d 0 W W U W U7 U Q U Q Z 0 U Q U Q w Q Q U U 0 W o \ N 00 O - O Q O a} � CV 'z— 0 m U � M � M Orl d th c �e = O� + am Nj o C `Y N 00 ~00 LAIV F 0 rl O � N c O N V4 Q c JOB NO.: 06043 FILE NAME: 6043G107 a NOT FOR CONSTRUCTION ISSUED FOR PRICING a X ISSUED FOR PERMIT v ISSUED FOR CONSTRUCTION DRAWING NO, G190 7 N s, of m 0 D a U) Ln N 6i dU co 0 0 N rn un ui 0 0 I I ! GAR04as PLAN - LEVEL 3 1 /16" = 1$ - 0" LEGEND: A.S. AIRSPACE FIRE ER FEx (WALLEMOUNTED) B BOLLARD C COMPACT PARKING SPACE 8" NOM., CMU BLOCK INFILL WALL COL. STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT W. PRE -CAST CONCRETE BUMPER - ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O. C . FACE OF CONCRETE W—X WALL TYPE - SEE SHT F.O. M . FACE OF MASONRY G1.02 FOR SCHEDULE F.O. S . FACE OF STUD H.B. HOSE BIB ID SP. STANDPIPE N t r IviHr � I J Q J Q J Q H F— F— F— W m m Z m ul U U) V) W W W of Q D LJ F— W 0- W IL W Q_ F— W W I 0 W W W� W U5 0 Q 0 Q 0 Q Z 0 0 Q Q Q U Q w Q Of 1010101 0 W o ^ 0 o 0 CD — N_ cD \ \ 04 0 Z Q m U con M M C00 Cie � � jo th do _ �C409 a • d C 00 a 00 CD in A C H ai OWN c %c C) "`• N rl = �i�.• t V L Q y L ' �/^/ U 3 O E a U THY t O CIO a Y a A /1 JOB NO.: 06043 FILE NAME: 6043G106 0 a NOT FOR CONSTRUCTION ISSUED FOR PRICING g x ISSUED FOR PERMIT v ISSUED FOR CONSTRUCTION I i DRAWING NO. G1*06 0 J �' m0 00 0 0 N rn Lo G4Ro4GE PLAN — LEVEL 2 1 /16" = V-0" LEGEND: A.S. AIRSPACE FIRE EXTINGUISHER F"Ex (WALL MOUNTED) B BOLLARD C COMPACT PARKING SPACE 8° NOM., CMU BLOCK INFILL WALL COL• STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT W. PRE-CAST CONCRETE BUMPER - ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O.C. FACE OF CONCRETE W_X WALL TYPE - SEE SHT F.O.M. FACE OF MASONRY G1.02 FOR SCHEDULE F.O.S. FACE OF STUD H.B. HOSE BIB SP. STANDPIPE Nt7 iviHr U a a w m z m D 0 13 u)wFnw � o c _ t- E- w F- of of w f w d w IL F-- w w a_ ZO w w 0 � Z w (D (� Q Q 0 Q w U Of Q Q Q Of 0 C) 0 Lli0 F_ r` 0 o C) 0 Q � N O m U t i p M Z G M V4 co W. do Ln LID =w to c0 �44 a ~ � C •L � 00 1�0 + ' L I O #A N O = f(` J//GlO rn u L @0) N ® rn a /@o) cQ' �V�r1 E=4 a y 3 a u ILSi ,� Q JOB NO.: 06043 a FILE NAME: 6043G105 0 a c NOT FOR CONSTRUCTION t ISSUED FOR PRICING a X ISSUED FOR PERMIT v ISSUED FOR CONSTRUCTION 0' DRAWING NO. G1,005 0 0 jF 1 }l q. Lr J T F :s- - �;, rv, 00 0 00 0 0 N 1-1 a) 0 0 Cx4;R4Cx9 PLAN - LOVEL I 1 /16" = 1'-0" LEGEND: A.S. AIRSPACE FIRE EXTINGUISHER FEx (WALL MOUNTED) B BOLLARD C COMPACT PARKING SPACE 8" NOM., CMU BLOCK INFILL WALL COL. STEEL COLUMN, (RE: STRUCT.) E.J. EXPANSION JOINT W0 PRE -CAST CONCRETE BUMPER - ANCHOR TO F.D. FLOOR DRAIN CONCRETE SLAB F.O. C . FACE OF CONCRETE w_X WALL TYPE -SEE SHT F.O.M. FACE OF MASONRY G1.02 FOR SCHEDULE F.O.S. FACE OF STUD H.B. HOSE BIB SP. STANDPIPE N r r ivi H r J Q J Q F- F- M Z m N N W L W - F- F- W F- W W a- W [L F- W W d 0 W 0 W 0 � Z W 0 In Q Q 0 Q w Q Q U Q 1 Q_ � m U O ,4) • ►L to o ce a ai O 00 E + 00jd L N p � o T4 = Z R C P� O i w u a` L 3 c v o rn 03) G� z E ® YY�� � a A � £ o UI L N �/� O r U VI o d JOB NO.: 06043 FILE NAME: 6043G104 NOT FOR CONSTRUCTION ISSUED FOR PRICING g X ISSUED FOR PERMIT a ISSUED FOR CONSTRUCTION DRAWING NO. G 1.0 4 - 0 a o� Ew (nCL x[if LL 0 0 N Ln (1) 0 0 )LUMN ER 66 —EAST /WEST CONDITION C. %RRIER 6A — SOUTH CONDITION WEST GARAGE ELEVATION N. T. S. TOTAL WALL AREA = 1484 SQ. FT. TOTAL OPEN AREA = 433 SQ. FT. EAST GARAGE ELEVATION © N. T. S. TOTAL WALL AREA = 1484 SQ. FT. TYP. SECTIONS @ GARAGE PERIMETER TOTAL OPEN AREA = 741 SQ. FT. 3/8"=1'-0" 285'-a" (OPEN LENGTH) (: 3 SOUTH GARAGE ELEV TION N. T. S. TOTAL WALL AREA = 3325 SO. FT. TOTAL OPEN AREA 2161 SQ. FT. I I I I I I ( I I Ld W � I— -T=�;�� NORTH GARAGE ELEVATION N.T.S. TOTAL WALL AREA = 3325 SQ. FT TOTAL OPEN AREA = 0 SQ. FT 6A I TYPICAL GARAGE TIER 1 1 /16 1'-0ol G1.03 1 1.1 2.1 3.1 4.2 5.2 5.9 6.9 7.9 8.9 9.9 10 11 TOTAL WALL AREA (AT TYPICAL TIER — INDICATED BY HATCHED AREA) WEST ELEVATION 1484 S.F. EAST ELEVATION 1484 S.F. SOUTH ELEVATION 3325 S.F. NORTH ELEVATION 3325 S.F. TOTAL 9618 S.F. OPEN WALL AREA (AT TYPICAL TIER -INDICATED BY HATCHED AREA) � WEST ELEVATION 433 S.F. EAST ELEVATION 741 S.F. SOUTH ELEVATION 2161 S.F. NORTH ELEVATION 0 S.F. TOTAL 3335 S.F. % OPEN WALL AREA REQUIRED: 20% MINIMUM** % OPEN WALL AREA PROVIDED: 3335/9618 = 34.7% TOTAL PERIMETER (AT TYPICAL TIER - INDICATED BY HATCHED AREA) TOTAL WALL PERIMETER 825-0" OPEN PERIMETER (AT TYPICAL TIER — INDICATED BY HATCHED AREA) TOTAL OPEN PERIMETER 439'-4" % OPEN WALL LENGTH REQUIRED: 40% MINIMUM** % OPEN WALL LENGTH PROVIDED: 439.3'/825.0' = 53.2% ** BASED ON 2006 IBC, SEC. 406.3.3.1 PERCENT OPEN CALCULATIONS AT PARKING DECK & FIRE HOSE COVERAGE EXHIBIT ---- ^-------._- D ., 8312 0 a a v v L w `o a a 0 W Y � 3 v O o c c Q Q � � a m m LiD � D w w L�Li o� F- W �' a W W f-- LLB s d a- W d O LiJ Ld U LiJ d Cn Q Q O Q 5; C) v W Q Q Q m Q O O C� cc W o o m F- N \ \ a 0 0 o o m U n a a Q3 O 3i • a r+ pp oe a ►L Vigo r ; � �a w � � � C 5 + oo z N t A ono w LoZj c° C � ai OWN c ,4 0 47` 1 • ti x W Q v � � ;J �u Q v � � F-- u JOB NO.: 06043 .% FILE NAME: 6043G103 NOT FOR CONSTRUCTION L ISSUED FOR PRICING g X ISSUED FOR PERMIT a ISSUED FOR CONSTRUCTION DRAWING NO. G 1. 0"� � -------- ----- ---------- UL. C�EEPIGNS INTERIOR EXTERIOR W4L.L. ASSET"15L.IES Listings & Classifications were taken from the U.L. Fire Resistance Vol. 1, 2007 TYPICAL AT MAIL STATION WALLS TYPICAL AT STAIR ENCLOSURE, OCCUPANCY SEPARATION, DESIGN No. U419 TRASH ROOM, ETC. (SEE PLANS) Non —Bearing Wall Ratings — 1, 2, 3 or 4 Hr. DESIGN NO. U905 (See Items 3 & 4) Bearing Wall Rating — 2 Hr. Nonbearing Wall Rating — 2 Hr. fr) For Number of Layers 1 4 and Hourly Ratings _L See Item 4 °cc 3 ^ 'E ________ = Horizontal Section 2 4 V 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). 7 3 See Concrete Blocks category for list of eligible manufacturers. 4 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sond to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3 Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). I. Flowand Gling Runners -- (Nat shown) -- For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion —protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant 1A. Floor and Ceiling Runners* -- Not shown — In lieu of Item 1 -- For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. wide with 1 in. vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 8312 (n .n OF ' 12 ©� ° E 1 Its Q H I I I I I I I long legs, fabricated from min. 0.0150 in. (0-0146 in., min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. 5. Foamed Plastic* -- (Optional —Not Shown) -- 1-1/2 in. thick mox, 4 ft wide sheathing attached to concrete blocks (Item 1). O t DIETRICH INDUSTRIES INC -- UltraSTEEL?. THE DOW CHEMICAL CO -- Type Thermax 1113. Flow and Ceiling Runners -- (Not shown — In lieu of Item 1) -- For use with Item 2A, proprietary channel shaped, min. 2-9/16 in. wide with GENERAL NOTES: 1-3/16 in. wide flanges, fabricated from min. 0.0150 in. galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. *Bearing the UL Classification Mork _ W1 0 DIETRICH INDUSTRIES INC -- UltroSTEEL?. VV I t 3 2. Steel Studs -- Channel shaped, fabricated from min 25 MSG corrosion —protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges * GARAGE CLASSIFICATION and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. J J J o 2A. Steel Studs* -- In lieu of Item 2 — Proprietary channel shaped studs, min, width as indicated under Item 4, min. 1-1/4 in. long legs and 1/4 in. GARAGE MEETS VENTILATION REQUIREMENTS AS DESCRIBED AT SEC. Ia_ F_ � long folded back return flange legs, fabricated from min. 0.0155 in. (0.0149 in., min bore metal thickness) galvanized steel, spaced a max of 24 in. OC. 406.3.3.1 — SEE G1.03 FOR PERCENT OPEN CALCULATIONS ° Studs to be cut 3/8 to 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board a Z only. m m m** HANDICAP PARKING CALCULATION (A(A Z) 1)V) to DIETRICH INDUSTRIES INC -- UltroSTEEL?. N � � w L 28. Steel Studs -- (As an alternate to Item 2, For use with Item 4B) Channel shaped, fabricated from min 20 MSG (0.0327 in. thick) corrosion —protected or galv steel, 3-1/2 in. min width, min 1-1/2 in, flanges and 1/4 in. return, spaced a max of 16 in. OC. Studs friction —fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 3. Batts and Blankets• -- (Required as indicated under Item 4) -- Mineral wool botts, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and BknnketO -- (Optional) -- Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Botts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4. Gypsum Board* -- Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall Rating Min Stud Depth, Item 2 Min Stud Depth, Item 2A No. of Layers & Thkns of Panel Min Thkns of Insulation(Item 3) 1 3-1/2 3-5/8 1 layer, 5/8 in. thick Optional 1 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layers, 1/2 in. thick Optional 2 1-5/8 2-1/2 2 layers, 5/8 in. thick Optional 2 3-1/2 3-5/8 1 layer, 3/4 in. thick 3 in. 3 1-5/8 2-1/2 3 layers, 1/2 in. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 1/2 in. thick Optional 4 2-1/2 2-1/2 2 layers, 3/4 in. thick 2 in. CANADIAN GYPSUM COMPANY -- 1/2 in. thick Type C, IP—X2 or IPC—AR; WRC, 5/8 in, thick Type AR, C, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP—X3 or ULTRACODE UNITED STATES GYPSUM CO -- 1/2 in. thick Type C, IP—X2, IPC—AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP—X1, AR, C, WRC, FRX—G, IP—AR, WALL TYPE SCHEDULE W-9 MAIL STATION WALLS (1-HR RATED) 3 5/8" STEEL STUDS AT 24" O.C. MAXIMUM. FINISH EACH SIDE WITH 5/8" F.C. EXTERIOR GYPSUM BOARD ASSEMBLY COMPLIES WITH U.L. DESIGN NO. U419 AS SHOWN AT THIS SHEET W-10 STAIR ENCLOSURE & OCCUPANCY SEPARATION (2-HR RATED) 8" NOM. CMU WALL (8"X16" NOM.) RE: STRUCT. FOR REINFORCING ASSEMBLY COMPLIES WITH U.L. DESIGN NO. U905 AS SHOWN AT THIS SHEET ROOF / CEILING SCHEDULE RC-2 ROOF/CEILING AT STAIR TOWERS (NON -RATED) 60 MIL, FULLY ADHERED SINGLE PLY EPDM MEMBRANE ON 1-1/2" MINIMUM THICK, SLOPED RIGID INSULATION ON METAL DECKING ON STEEL FRAMING (RE: STRUCT. FOR DETAILS / SIZES AT METAL DECKING & STEEL FRAMING) FINISH CEILING WITH 1-LAYER, 5/8" F.C. GYP. BD. PARKING GARAGE DATA - 2006 IBC LEVELS OCCUPANCY (SEC. 311.3) CONSTRUCTION TYPE DECK AREA PER FLOOR ALLOWABLE AREA / FLOOR (TABLE 406.3.5) HEIGHT PROVIDED HEIGHT ALLOWABLE (TABLE 406.3.5) TOTAL H.C. SPACES TOTAL COMPACT SPACES TOTAL STANDARD SPACES TOTAL SPACES LEVEL 1 S - 2 . (OPEN * ) TYP E II-B 25,120 S.F. 50,000 S.F. 7 TIERS 8 TIERS 4 0 56 60 LEVEL 2 36,256 S.F. 50,000 S.F. 4 0 108 112 LEVEL 3 36,256 S.F. 50,000 S.F. 4 0 108 112 LEVEL 4 36,256 S.F. 50,000 S.F. 3 0 110 113 LEVEL 5 36,256 S.F. 50,000 S.F. 0 0 113 113 LEVEL 6 36,256 S.F. 50,000 S.F. 0 0 114 114 LEVEL 7 15,547 S.F. 50,000 S.F. 0 0 49 49 TOTAL 221,947 S.F. 350,000 S.F. 15** 0 658 673 GARAGE TENANT PARKING 673 SURFACE TENANT PARKING 49*cZ 0 D TOTAL TENANT PARKING 722 0- a- 0- w � 12% 2 W W W CD 0 Z W ° 722 TOTAL SPACES x (0.02) = 14.4 OR 15 REQUIRED V' a Q Q 0 Q EIV a ° * TENANT SURFACE PARKING PROVIDED AT EAST SIDE OF MANUEL DRIVE EXTENSION NOT INCLUDED wQ a ak' 01 w ^o 0 0 DUE TO THE FACT THAT SEPARATE ACCESSIBLE PARKING WILL BE PROVIDED AT THAT LOCATION 10 H N CN N o SPRINKLER PROTECTION ° 0 o SPRINKLER PROTECTION NOT PROVIDED PER SEC. 903.2.10.3, EXCEPTION #2 a Z Q M 0 E STANDPIPES ° CLASS I, MANUAL STANDPIPES WILL BE PROVIDED PER SEC, 905.3.1, EXCEPTION #2. M Z E AREA OF EXTERIOR WALL OPENINGS o FIRE SEPARATION DISTANCE IS GREATER THAN 10'-0", THUS THE MAXIMUM AREA OF UNPROTECTED, yv L EXTERIOR WALL OPENINGS IS UNLIMITED PER TABLE 704.8, EXCEPTION 'D'. ce AGor ; ° w Of 4A dodo L O� IP—X2, IPC—AR ; 3/4 in. thick Types IP—X3 or ULTRACODE�/ C �... i Gt^ E 00 USG MEXICO S A DE C V -- 1/2 in. thick Type C, IP—X2, IPC—AR or WRC; 5/8 in, thick Type AR, C, IP—AR, IP—X1, IP—X2, IPC—AR, SCX, SHX, WRX, a w LIM WRC or; 3/4 in. thick Types IP—X3 or ULTRACODE oV4 When Item 6B, Steel Framing Members*, is used, Nonbearing Well Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 3) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 5. One O = N O layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 5. Q 114 4A. Gypsum Board* -- (As an alternate to Item 4) -- 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the c 0 assembly. Secured as described in Item 5. u E CANADIAN GYPSUM COMPANY -- Type SHX. UNITED STATES GYPSUM CO -- Type FRX—G, SHX. �= a USG MEXICO S A DE C V -- Type SHX. i 48. Gypsum Boar& -- (As an alternate to Item 4 when used cis the base layer on one or both sides of wall, For direct attachment only) — Nom 5/8 a n, in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY —BAR ENGINEERING CORP -- Type RB—LBG +$'�,... t I F 4 O x G 5. Fasteners -- (Not shown) -- For use with Item 2 — Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are 4 r 3 applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First i'+y ar, • — layer— 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer— 1-5/8 in. long for 1/2 j in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three —layer systems: First layer— 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer— 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four —layer systems: First layer— 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer— 1-5/8 in, long for 1/2 in., 5/8 in, thick panels, spaced 24 in. OC. Third layer— 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer— 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from o `s layer below. SA. Fostenwo -- (Not shown) --For use with Item 2A — Type S or S-12 steel screws used to attach panels to studs (Item 2). Single layer systems: i o 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in, long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. =A �^ d from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically. First layer— 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally. First layer— 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from N / each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three —layer cV LL ® E systems: First layer— 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer— 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws I — E offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four —layer systems: First o0 4•� ° layer— 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer— 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third loyer— 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer— 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in, thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, on additional screw shall be placed 1-1/4 in. from each edge of the board. / I — ® 0 6. Flrring Channels -- (Optional, not shown, for single or double layer systems) -- Resilient furring channels fabricated from min 25 MSG corrosion —protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel O screws. Not for use with Item 4A. rPROPERTY LINE / I I _o IBA. Steel Framing Members (Not Shown)* -- (Optional on one or both sides, not shown, for single or double layer systems) -- As an alternate to Item 6, furring channels and Steel Framing Members as described below: I / a. Furring Channels -- Formed of No. 25 MSG goly steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels I I �j o secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 5. Not for use with Item 4A. b. Steel Framing Members* -- Used to attach furring channels (Item 6Ao) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to 11 11 o studs with No. 8 x 1-1/2 in. minimum self —drilling, S-12 steel screw through the center grommet. RSIC—V clips secured to studs with No. 8 x 9/16 in. / _ �=4'1 V minimum self —drilling. S-12 steel screw through the center hole. Furring channels are friction fitted into clips. 1:2 SLOPE PAC INTERNATIONAL INC -- Types RSIC-1, RSIC—V. BUILDING SETBACK / 58. Steel Framing Members (Optional, Not Shown)* -- As an alternate to Item 6, furring channels and Steel Framing Members on only one side of I LINE studs as described below: a. Furring Channels -- Formed of No. 25 MSG gals steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as O V� ° described in Item — r b. Batts and Blankets placed in stud cavity as described in Item 4. Two layers of gypsum board attached to furring channels as described % in Item 4. Not for use with Item 4A. b. Steel Framing Members* -- Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., o and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole of each end of the clip. Furring channels are I I I .1friction fitted into clips. / 1 _ o KINETICS NOISE CONTROL INC -- Type Isomax - F.F. ©GARAGE a- RETAINING WALL 7. Joint Tape and Compound -- Vinyl or cosein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper 1 a tape, nom 2 in. wide• embedded in first layer of compound over all joints of outer loyer panels. Paper tape and joint compound may be omitted when p (RE: CIVIL DWGS) gypsum panels are supplied with.o square edge. a 8 Sking, Brldk or Stucco -- (Optional, not shown) -- Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code I — o agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not JOB NO.: 06043 u more than each sixth course of brick. 9. Caulking and Sedonts* -- (Optional, not shown) -- A bead of acoustical sealant applied around the partition perimeter for sound control. f86'-7" 01 FILE NAME: 604310102 0 NOT FOR CONSTRUCTION UNITED STATES GYPSUM CO -- Type AS 10. Lead Batten Strips -- (Not Shown, For Use With Item 4B) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of D.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one a at the top of the strip and one at the bottom of the strip. Lead batten strips to hove a purity of 99.9% meeting the Federal specification QQ—L-201f, ISSUED FOR PRICING V Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 48) and optional at remaining stud locations. X ISSUED FOR PERMIT ° Required behind vertical joints. 11. Lsod Discs or Tabs -- (Not Shown, For Use With Item 4B) — Used in lieu of or in addition to the lead batten strips (Item 10) or optional at other BUILDING HEIGHT SETBACK EXHIBIT ISSUED FOR CONSTRUCTION locations — Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 413) underneath screw locations prior to the installation of the screws. Lead discs or tabs 1/1 6"= 1'— 0" to have a purity of 99.9% meeting the Federal specification QQ—L-201f, Grade "C". DRAWING NO. *Bearingthe UL Classification Mark G1*02 W_o 0 .,� ------ --------- c. afit, e- 00 O O N rn Ln ENA T S P;C S OVERALL SITE PLAN 1 "=30'-0" i � 9 TENANT PACES i LJ Q C5 Z Q Q Q c ~c ~CC L L < L L LJMM M w w Q w L Ld �CC w Of Lli LJ n Lli F— w LJ w L p LL1 C) Ld C7 LL) 0 0-1 C) z LLw 0 ` = Q Q Q O Q E Ld Q Q Q Q C7 0 0 t LdO O p p F Q N LO N 0 0 z Q 00 CJ c c FF C top) a € • ai lc O Ln c ry = Ln h 4A CO °C ti N 4K i fA Go c t H E 00Ln = Ln N_ M M O in N o c 0 o m m 4 U a E U Q^ • �^�\ N d N O O u �s JOB NO.: 06043 n FILE NAME: 6043G101 0 a NOT FOR CONSTRUCTION ISSUED FOR PRICING o u X ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION DRAWING NO. G 1 01I o� a.