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HomeMy WebLinkAboutBuilding PlansCertification for Design Load Compliance 1. DESIGN CODE: Florida M117100"?M-code 2017 Edition w/20_•, supplements using ASCE 7-10 2. Structure Design Is: ' C, Enclosed _.-,__ Partially Enclosed _-Open Building 3, Risk Category: _I x It ` III --_.-IV Exposure Category: X-B TC _D Adjustment coefficient Ird 4, Design Wind Velocity&0mph _ASD ___-LRFD End Zone Width �ft. 5. Mean Roof Height: ` 11 ft. Roof Pitch:,-([ :12 Parapet_ft, z 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. Q /� _'MRH (worst rase) O Zone 1:-�„ Zone 2:- �„ Zone 3:-�¢ Z'on�e- 4:-�4 Zone 5:•� Garage: 7. Design Loads: Floor:,» 5- PSF Roof/Dead: IL PSF Roof/Live >-6 PSF Balcony: _PSF Dock: _„PSF Deck: — PSF Stairs: __ PSF Fence: PSF Railing: _,_, PSF /� 6. Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? -2(Yes,TNot applicable Explain Why Not 10, Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: 1, STRUCTURAL LUMBER 70 BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN, 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL, FOOTINGS 3" BEAMS 1-1/2° COLUMNS 1-112" 5, FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6r FALL COMPONENTS ORCES PER THE FLORIDA THIS BOLDING CODE E B7 EN DESIGNED AND SELECTED TO WITHSTAND WIND ';f ION 7, DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, 9, FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. "NOTE: ALL SIMPSON STRONG-TIEPRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM x Z-MAX COATING OR BETTER. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450E ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450, FOAM BLACK INSULATION SHALL. HAVE AFLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) _CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA__ WIND DESIGN _- ` - SUBJECT TO DAMAGE FROM WINTER ICE BARRICR AIR MEAN GROUND SEISMIC -- - - ?NOW Spoed° TopoOrephlo DESIGN Prot Ilno DL`SIGN UNDERLAYMENT FL000 FREEZING ANNUAL LOAD mphl eflualek (NA�CATEGORYI WoofherinQ-deglh°_ Termite° TEMP• BEOUIREbh_ HA2ARb64 INDEXI TEMPI NA Soo Fig. R301.2(4) NA Negligible NA Very NA NA NA..' --- Heav _ _ ._.. ,. --- --- CAST-GTH 5L34'-(YJ897S# SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM " _ " 89748 8974# z�{ 7034MBF24/1T-18 5591N �21�>L $F24/1T•18" 8975# 4853# 6F24/ST-18. l4 4'-6"� 8672# > Z- 91 4292# :E- Gst. BF24/ST-SB L 5 5'-4" 7342# / Dr a 3607# _ ,_-L ,Q4$^_ 8F24/1T•18 L6 5 10 6036# 3295# 8F24/1T•IB_ L7 6.6" 8360# 2959# 8F24/ST-1B L 8 7'-6" _ __� `jZq PL 2571# .(J BF24/ST-1B -- L9 _ _ _5683# 1811# __ BF24/1T-IB L10 _ SO'-6" 2781# 1458# $F24/1T-10 8F24/IT•18 L 11^ 11 •4" 24234 Z4 1272# Z-Z,yS' L12 12 -0" 2193# 1151# 8F24/ST SB 113 L14 13.-4" 14 -0" - 1838# 1697# `?rjZ 962# 887# BF24/1T-18 8F24/1T-1B u L1S 14 8" -- 2245#-- - 823# --- 8F2A 1T-iB / Lib-_ 1574" 2058# 7674 8F24/IT•IB L 17 LIS 37 4' 19 4' 16r19# 1282# ? 3ZR i•i' 6370 546# 'L — 8F24/ST-18 ' SF24/ST411 L19 21.4' 1114# 48ON _ BF24/1T-10 _ L20 22'-0" 1097# v 4614 8F24/1T-18 L21 24'-0" 884# A16# 8F24/1T.1B RECESSED 1ANIE11sk-- FA ER: CAST- LINTEL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM 8060# �j2�( 4409q 2 .__ aFz2/Sr=3a RL2 4 -6" 8060# a224# —_ 32778 3170 3F22/1T-18 SF22/1T-38 BF22j1TAB RL-3 RL-4 5.8". _ 5'-10" 8060# SO601t $"1 i- 8F22/1T•1B RL•6 Tfi" 5743# 2442# eF22/ST-IB R1-7_— 91-8" 312911 — _ _ 1893#-„ 8F22/iTdB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT, APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. SQUARE FOOTAGE LIVING 2672 S.F. ENTRY 78 S.F. PORCH 261 S.F. GARAGE 573 S.F. TOTAL 3584 S.F. 55I a 20l-0 Zo-oN ID - L fnj ' E L$ 4} a ak 1 CO `- Ste, ITV vows `A _Q C Lr@"j"A r°. L"G. * Zz gyp,• LI-7@e1cr l2 taBP�Cf'aL.GL De- _ 2B4,D i __ - � :- ` � PkCPE?., 2Bln� e T'Era Pr LS a i I( s e e�.-r• � � 1 4,, 5t A P d � g &- %k6` CoFF6R atco, - s ZAs Gam) — Q ED-� rh ry-p 9 z'-�' 4 c Zo6p �' - � ��r��• ZG� _Oi Il VJ p L �� L00 caLSnaWWD�i u►J � ' lac Pe VfID N � S re5%b M _ o (_� R oaysP�lnac♦ q L� 3 Cad, Hr+1 RR ID • 1� l0 5 _1 a y _4 \(no?� t?4\FiPc N I ` .....�..—..I CA _1P 0 Yam\ I =-N NJ i a Z o s M {CEO N Q A >� a Eac. q /iT T a z NzVIE_ 1 s'All fIA 5ti35 EG12'w.'S4r „ , P , 11 1-p ,I ,f -o Z- 4_0 7-- 0 CI A,, 5 5'—e>" ;-w,P.A L Z. '54IA4 In, 0 _t z O N •t} ARCHITECT Arch it¢(.fic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BENNETT RESIDENCE CITY OF FT. PIERCE, FLORIDA CLIENT ICONSULTANTS REGISTRATION F►-�RIp Fir J S L G�SToo AIA AR96898 REVISIONS FNO. I DATE I REVISION :Or=F10 oofl 2i 1� �61EWED FO CODE COMPLIA ST. LUCIE COU BOCC SHEET TITLE / SHEET NUMBER PROJECT NUMBER r e pp] I DATE )�Zp�Zu7o f/p/ZdZo NOTE; STUCCO ON RIBLATH OR PAPER BACKED WIF E LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAM, NG MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN.-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN, %" CROWN ENGAGED NO LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD 1 _ / F\ 1 q FRAMING MEMBERS'/±' MIN. P'Z r cIv nr N t �:t DRYWALL AND FURRING ATTACHMENT P.T. I X 2 PURRING .@ 16" O.C. FASTEN U WITH H i 1/2" CASE HARD NAILS @ 8" O.C. '/:"DRYWALL, FASI L:NGD'1'O FURRING WI"T'H 11/8" DRYWALL SCItF.WS@b 8" O.C. PFRIMETER.AND 12'O.C.FIELD, GAF 5/8" DRYWALL FASTENED TO FURRIN ' WITII 1 1/8" DRYWALL SCREWS @ 8" O.C. ROOF SHEATHING NAILING ZONE INFO. PERIMETER AND 12" O.C. FIELD. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O,C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 41' O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19/32" CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3.1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1.1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS, �AaiLKLtr,�Ca i STLiCC,Q -- 1.y[t.T'EF' Feooe; IrJC-�-' G Come ti tr SE �l i - $oK% 7X4 Tali ATT f �{1C.1� IraSC�GGI�TIQ $rt4aC'4>) IF 4-4- TttoM Pu.-re- 1 f TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS GLA2ED WOOD MASS pLOOR BASEMENT' SLABi$PACE°ESTRATIONSKYLIGHTI' CRAWL S'tRATON CEILINGFENE FRAMEWALL WALL WALL R.VALUE FACTORI' U•FACTOR SHGCe1 e RNALUE RNALUE RVALUEIR-VARNALUF. 8 DEPTH RWALL NR 075 025 30 13 3ol 17 00 0___. RZONEE 0:35 05; 025 38 '2o oTT3"$' ;73 19 5/13, 0 5'13 0 9S 0Cis 040 49 20 or 13 5h 19 10 13 10. 2 11 10113 —8113 032 055 NR 49 20 or 13 Y 1317 30e 15fig 10, 21I 15119 0 32 0 a+ NR 4oE'1919U19020+5_or 13 10^ 79'`21 !S° 111A i0_ a 11 15119 i' I� I ICJ 1 s 4 2 . r 1 1 � 1 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT Cl I OF FT. PIERCE, FLORIDA CLIENT CONSULTANTS REGISTRATION FLORA �PEV SEA(; :. �C+ys .•........ MI REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER /f {D FILE COP' NUMBER jZ Z, 00q i IPROJECT DATE 7IZ412 z, I//)/Z4T0 e'2.ca5�i/B{.r4' fTkerse� L3ir-A)A/# 7T- PRODUC( OPENING PRODUCT MANUFACTURER GLASj TTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES =MODCL#APPROVAL# MAX (WORST CASE) O.C. DOOR ZONE 4 -28 -67 7NERMA TRU F18ER CLASSIC FILM IMPA4" 7APCONS @ 14" MAX. O.G,:6" ON CORNER IAMBS, ZONE 5 -34 5991.1 2" MIN. CLEARANCETO MASONRY EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR WITH 1-1/4" MIN. EMBEDMENT ROOF ZONE 1 -ZS -93.5 EXTREME METAL 5 V CRIMP Zr GA. FL# N/A - #9 X 14/2" HEX -WASHER HEAD WOOD SCREW @ IZ" ZONE 2 -40 FABRICATORS 17022.1 ALONG PANEL WIDTH TO PENETRATE 3/16" MIN. THRU ZONE 3 -60 DECK OR 5/8" EMBEDMENT INTO WOOD PLANK GARAGE DOOR -26 -44 DAB GARAGE DOOR MODEL 824/811 NOA# IMPACT 5/16 X 1-5/8" I.AG SCREWS 3 PER BRACKET @ 12" O.C. COMPANY STEEL 17-0919.12 WITH 1-1/4" MINIMUM EMBEDMENT FRENCH -DOOR 70NE4-28 -86 LAWSON INDUSTRIES LAPORTEFRENCH NOA# IMPACT 5/16"TAPCONS@17.25"MAX. O.C., 53/4"ON ZONE 5 -34 DOOR 18-0503.06 CORNERS, WITH W & 41/2" CENTER CLUSTERS, 1-1/4" MIN. EMBEDMENT AND I-1/2" MIN. DISTANCE TO EDGE DOOR ZONE 4.28 -70 MASONITE WOOD EDGE FL# IMPACT X"TAPCONS @ 6" MAX. O.C., 3" ON CORNERS, 3"AND ZONE 5-34 INTERNATIONAL STEEL HINGED 22513.6 6" CENTER CLUSTERS WITH 1-1/4- MIN. EMBEDMENT AND 2-1/2" DISTANCE TO EDGE WINDOW ZONE 4.28 -80 LAWSON INDUSTRIES SERIES 7700 NOA# IMPACT` WTAPCONS.@4" MAX.. AT FRAME HEAD, 9-5/8"MAX, ZONE 5 -34 FLANGE FRAME 17-1212-21 ABOVE MEETING RAILS, 6" AT MEETING RAILS, 9-1/4" MAX. BELOW MEETING WELLS, 6"ON CORNERS WITH 1-1/4" MIN. EMBEDMENT AND 1-1/8" DISTANCE TO EDGE THE SEAL HEREON IS PKUVIU[UONLY ILL INUILAit UUtt nev¢vv Arvv.vrrrtvvq�rvn w�yr rn+���-��•+�•�•�••••••--•••••-•-•�^--^•-^----•••^"-- ^---•^'--•'_._._._..._...____. ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. an T. i hG�fEPLII..R�L�a (�I��C�I�lt,1• i I�It — C�- K" PSI Llh�fiL(I) j 1.11-E-El Lill feet_ -o-4roew, Pet -Ira cr— *- r=�L r 01_! Ft-`' W D SNrNiU�� WJ"k4 -G4��.II�..s:}-1�C_"f"fJ k� - 'i"�U�%�- �s'�✓" Cam• 2�i1 111 G- �%L.4E� ter✓ � (z�ue s o� ��� F COU 5:I Fl LLEf� .G/ SoO ©Il G I y�- a f?C'kICCC ONiIPrC.A.T�i �1 E:-e_�,'-;r (-:I�-!�!�'SLI-4/(!� �u.0 �16'rID II.LtiU1L�T101.1 � M1u 4aTLIGGG7 III +I��S. II(zS�l�F( l!>;1� I Fj' MoIJL�L1THl 5'E'E' GoNT m ro - OM fy rho. psl�I I�u��L% cc�IJG. bf2- �I�I•'���JI-1 br.�l VF•Fb� p�zel�orL�Gz 55 s" 11 Z o'-o" v zo p.I h 151-8 N ?J) `-d'! =o d Cy ( ��" 551-9" .7N a Isloa /4, v \9 N O N I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTONICING.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BENNETT RESMENCE CITY OF FT. PIERCE, FLORIDA CLIENT CONSULTANTS REGISTRATION <<G oF' F LORoO A- 96s9a i U �Gr� •G rFRED MIC A AR9 8 REVISIONS NO. DATE REVISION I KEY PLAN SHEET TITLE / SHEET NUMBER A- PROJECTNUMBERU F Z.C7o q DATE 7/_Z,/f'Zo Zo I gII?60,,o__ Te�f'�W'/ter r1 r 4, FT FCTRICL LEGEND ` SINGLE POLE SWITCH '3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET _ 220V OUTLET _4 .MOTOR OUTLET WALL MOUNT LTG. FIXTURE AF1 GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED.FIXTURE CEILING MOUNT FIXI.'URE $D SMOKE DETECTORS U DOORBELL "1 CHIMES MAXIMUM HEADER SPAN 3'-0' I 8'-0• 1 9'-0• tY-01 15'-T W-T WALL HEIGHT STUD SPACING 1 1 z s 2 2 f OF HEADER sn�s 91PKM END OF WADER 10'-T OR LESS 18. O.C. 2 2 3 3 3 3 f OF FLU LAWTH STUD AT E'Mi1 IRV OF (EIDER 10'-0. OR MORE 15' O.C. 2 2 3 3 4 4 ROOF TRUSSES DOUBLE TOP FLAT CRWPLE SfI�S Q 8'-0' V9C71 WALL! WADER (OOUfM.E SIMR M O.0 STAGGERED I STRAP EACH SPA MA 18 OR MTS HEADER SUDS Ru LENGTH STL NOTE: SON SON 1 RMACE MTS 18 STRV EACH STU MPSON 914 OR NNLS P.T. BOTTOM PLA POINT BEARING HEADER CONNECTION DETAIL N.T.S. P1�e�iDE StMP�� MY=I(o INI,IA (Cad p9L ZXtL NEi.gEt p.Tt�rt.-S �'Eg. CONI�LG ate.. W / +/Z"�l`(wooD SPt.eEz SCNE�7U L>✓ 64V ED �rrJ o.,t_ E D. C / lotlUAiL>• � 8 0 1)gL„ ZX4 TOP T�LAT� STAGS EC.F D PaOYN � '.. SirsE.s � ve, oet;ulNros 1 i2. 17�C W A.l:.t_. CLGS � >M1l.at1S z'A4 5-r w> S a �OV 1DE. SIMPSbN SP4I�' ToP 2SoTrc>M 7u T>✓S X orb 5/� g5 X 8 �Eo HEaPs � z4`orGr MouaC_THtG Foa'frNG, bT EP >=ooT INS v�TA IL NTS 6 *i 3/O -r""W IN Z" C. El•EGT. SECV 1 CE EQ., 6) IZ—j"o /T:4o� 14 Zoo A ELECTRICAL LOAD CALCULATIONS 2672 SQ. FEET 3 VA 8016:VA 2 20 AMP APPLIANCE CIRCUITS 3000,VA 1 REFRIGERATOR 1200,VA 1 DISHWASHER 1200VA 1 LAUNDRY I1500' VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 IRRIGATION WELL 2500 VA 1 WATER HEATER 4500 VA 1 FUTURE POOL 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 46416 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 14566 VA AC / HEAT @ 100 % 12000 VA TOTAL 36566 VA 36566 153 AMPS' 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT SQUARE FOOTAGE LIVING 2672 S.F. ENTRY 78 S.F. PORCH 261 S.F. GARAGE 573 S.F. TOTAL 3584 S.F. j J L Z JTR` j L 167, r T we 5H V4C. tr g q I L- y V LT" 2rt ,zr+ 2 F't�u��En�c�• �tZ ma ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BENNETT RESIDENCE CITY OF FT. PIERCE, FLORIDA CLIENT 1 CONSULTANTS REGISTRATION J REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE/ SHEET NUMBER A— 4 FILE Cop PROJECT NUMBER T pQ? I DATE 7/z,&z,0 '1"1-