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HomeMy WebLinkAboutRevision; Building PlansELEC`T'RTCL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET rr 220V OUTLET MOTOR OUTLET + WALL MOUNT LTG. FIXTURE [CFI GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF (� RECESSED ..FIXTURE 4- CEILING MOUNT FIXTURE 50 SMOKE DETECTORS O"- DOORBELL �I CHIMES - b/O -THWN IN 2"C, ELECT. SECVICE til 12e/L4oJ Id ELECTRICAL LOAD CALCULATIONS 1089 SQ. FEET 3 VA 3267 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 FUTURE LAUNDRY 1500 VA 1 FUTURE DRYER 5000 VA 1 MISCELLANEOUS 12000 VA TOTAL 25967 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% ---` 6387 VA AC / HEAT @ 100 % 12000 VA 28387 VA TOTAL 28387 119 AMPS 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT FOUNDATION SCHEDULE S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. AITt PRODUCT REVIEW ESIGN PRODUCT7ZONES PRODUCT MANUFACTURER MODELII APPROVAL GLASS ATTACHMENT METHOD (WORST DESIGN # TYPE PRESSURES GARAGE -50 CLOPAY BUILDING 2" STEEL PAN NOA# IMPACT 5/26" X 1-SJ8" IAG SCREW Co 34" MAX. O.C., WITH ' DOOR PRODUCTS COMP. W8 DP46 17-1016.14 1-5/8" MIN. EMBEDMENT,1" STEEL WASHER REQUIRED SECTIONAL FRENCH 83 __ •50 THERMA TRU CORP. SMOOTH STAR Fl# IMPACT Y." ULTRACONS @ 14" MAX O.C., 6". N CORNERi 1-1/4" DOOR 23 CLASSIC/RUSTIC 7630.4 MIN. EMBEDMENT, 3" MIN. CLEARA CETO MASORY EDGE AND 4" MIN. CLEARANCE TO A JACENTANCHOR WITH 4" & 8" CLUSTERS WINDOW ZONE 4-43.83 -130 PGTINDUSTRIES CLIPPED NOA# IMPACT X" TAPCONS @ (4) EACH CLIJAX -3/4" MIN. ZONE 5-53.23 EXTRUDED 17-0630.01 EMBEDMENT AND 1" DISTA, "ENT E MULLION WINDOW ZONE 4-43.83 -70 PGT INDUSTRIES SH 5500 NOA# IMPACT @ 13.75" .6.3/2" ON ZONE 5-53.23 17-0630.05 CORNERS,1-3/8" MIN. EMBhND1" MIN. EDGEDISTANCEROOF ZONE -191 EXTREME METAL 1.5" FI# N/A #10 X 1" PANCAKE WOOD SCPENETRATE 3/16"ZONE 2-62.62 Z-62.62 FABRICATORS, LLC MECHANICAL 17022.3 MIN. @ 10" O.C, 4 FASTENELIP (6" CUP) ZONE 3-93.93 SEAM_ __ THE SEAL HEREON IS PROVIDED ONLY TO INDICATEOURREVIEW AND -APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS A DMETHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY O GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. CONNFCTCIR SCHFTII IT F TRUSS ID BEARING TRUSS ACTUAL SIMPSON CONNECTOREFASTENERSPOINTS) UPLIFT (GROUPED, CONNECTOR(S) UPLIFT DESIGWORST CASEA-AH13 EACH 1327# !1 HETA20 1810# KING JACK 1'T BRG 743# (1)HfTA ZO 1810# ZN° BRG 591# (1)MTS 16 1000# HIP JACK$ I BRG 157# (1)HETA 20 1810# 2ND BRG NAILED PER' TRUSS COMPANY TRILLS INFDRAAATVIM TA YCM tzt—.... .� ^" ^" - -- - - I - I I-""""" _I 1w1 aUURCE, JOB #1853 990. TRUSS ENGINEERING DATED7/2612019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. S y�- SV C�rMP METsi .�-� I •N h* ncco -� „ Z-o rrP F1N {-F—clt NT EC.-F--\/ ^: 1 ©1--� Ile " 75-0 2h3 - fe I L�Au I o0! C (4 • • • ! •; a • e " cl 1 0 !><Tna SroeA.c.E t 7� (eAGo E hCeT645 60 F i T �o CLG laPio v@ .15, o,! 33.g e y GA1 lE room ARu IaLoeJu, Ftcoe - GP s-_F4G J _, N r IA�Q'� Z�B� a NcoR. d �XEiZCIS>= {�--� O I rLET 14eew l -^` 14L EP il lO Xlt oNV(C. 12 K lZQ �kIYR. _ 1OX12 OHFe _ -W 14 1-1 1 1 -P== IU !-t I I I r r=z FZ v O k S-1 0 i K1 K.EecS^T,I ;Cfl I �.,ll LI'9 II I 1y-0 1�`-�'', (� 1 o.- a"I 3 d' 4U I, "°I. l o _p,! L .1 1Z1" 15 /76 '.0'' I 1541zS' 611 z4 IN I. r I ARCHITECT �o ass � s x P � 0` _ -o I a ves, -O TA' PT-SF32.S' _. �g rT4 No`TL^ Wlfuflow4 541A�L HaJ€ �So}.© A. I5,-FJacTOE of L,eS6 `L '1- AoL he HfF lT GA,n, •a.a REVIEWE CODE COM C ST. LUCIE C NTY BOCC REVISION FILE COPY 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 2017 PROJECT HAG DETACHED GARAGE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION i 9 z lecv/s 2. � U/toT EvrsEO KEY PLAN SHEET TITLE / SHEET NUMBER A — PROJECT NUMBER it �gta5• DATE (p/¢/ 11 c5/ 15I 19 C&UL Kt ti 5T AWCo w INPG w L COI�CirE TE �a�"-A.Lr.Cc.1' - F,vFoe-&- 4 r rev:- 4,a 4b i :foeS100 ZL0C.V- ET15 , �1 'f Prr, 2xca LICK 3114 11 X Z"/zr 'C0.PC.o1�S @ IZ"ore, STxC�Eee+J e- ?IT, ZK& SLICK W/ Vz X6%au F_SD 11 CAS w� ZN� X I/g 0 xtras K s�.S 0 0''i NOTES: 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 450. 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 BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450, TABLE R301 2(1) .... _.. ... CI IMATIr. Anrn nennew nu GROUND 9NOW LOAD WIND DESIGN speed° 7npoprephio (mph efluct8"(NAI T SEISMIC DESIGN CATEGORY' -- SUBJEC_T TO DAMAGE P-ROM_ Frost line ne westherinp" tlepth° TetmNe° WINTER DESIGN TEMP° ICE BARRIER UNDERLAYMENT _REGIUIREO^ _ FLOOD 'HA2ARDSn AIR FREEZING INDEX' MEAN . ANNUAL TEMPI NfS NA Sec Fig. R301.2(4) NA Negligible NA Very NAB NA NA NOTE: _ v_ STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TOHORIZONTALFRAMING AS PER ASTM C•1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 8" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 8D COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN, W CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH i J FRAMING MEMBERS %- MIN. AND MUST PENETRATE THE WOOD IF - DOOR AN� DW N11Jpp1j_y BUCK FASTENINGS 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS C 12" O,C, WITH THE DOORS 0- t - AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE THROUGH FRAME BUCK SHALL EXTEND �- z BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL ROOF SHEATHING NAILING ZONE INFO. 2 X BUCKS SHALL BE ATTACHED WITH Y" X 3.1/4" TAPCONS AT 12" O.C. WITH ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C, HELD. AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK, BUCK SHALL EXTEND ZONE P3 5' X S' @HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH . AMENDMENTS, 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# F'LLT COMPLYING W/ ASTM.D226. DRYWALL AND FURMNG ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 %" CASE HARD NAILS @ 8" O.C. UNTEL_ SCHLOULE `--'- MANUF -C ETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 _ 2'10" 89741t _ 7034a 8F24/1T-16 L2 3'-6" 8974# 5$91# 8F24/lT-10 L3 4'-0" 8975# 4853# 8F24/1T-16 L4 _ _4'-6".-- 8672a'. _ 7F( 4292# 9i 8F24/1T•1B L5 5'-4" 73429 3607# BF24/11r-18 1.6 FI0" 6036# _T 3295#- �- 8F2A/1T-1B L7 6'-6""-- ''836" _ 2959# RF24/iT-18 LR _ L9 7'•s" 9'-4" - s681a _ 3466# _>R`[k 2S71#_ 1811# lqf 8F24/1T•le BF24/IT-IS L10 iq'•6" _ 2781# 1458# 8F24/1T-1B Lil L12r2193# 11'-4" �2423q III•. 1272# 1151# 8F24/17-1B .8F24/1T-18 L13 1374" 1838#. -7-17 111962a 4f 8F24/1T-113 L 14 14'-0" 1697#'. _ 887a_ SF24/1T-18 Lis 14' ee"-- 2245a 823# BF24/IT-16 L16 15'd" 20SS# _ 767# 8F24/1T-16 16090 v --� 637# BF24/IT-18 - L 18 19'-4" -- 1282a'., 5460. -4800 8F24/IT48 L19 21'-4". 111411 �..- 8F24/1T-1B L2q 22'-0" 1097a 461# SF24/1T•16 i L 21 24'-0>�' _._...._ 884a 416a �.� 8FZ4/1T-18 •- �. LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED L GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT COMPOSITE BEAM RL-1 4'-4" BO60a --- 4409a _LOAD _ SF22/ITd8 RL-2 4'-6" 8060# 4224# -- 8F22/ST-1B RL-3 5.8" HOBO# 1 _ _ 3277a 8F22/1T-1e R44 S -30" _ 8060#1 3176# 8F22/1T•1B RL-S 6'4" 7915# 1 275811 -- -- SF22/1T-18 111-6 7'4" 97430' ';1*I"� ,... 2442# 8F22/1T-1B RL.7 W-8" 312911 1893# 8F22/iTdB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT, APPLIED LOADS SHO N WORST CASE FOR LINTEL SIZE, SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. e� Certification for Dexlgn Load Compliance 1. DESIGN CODE. Florida gf&h 04-Pr-L,code 2017 Edition w/2C supplements using ASIDE 7.10 2, Structure Design is: --L Enclosed - Partially Enclosed ^ Open Building 3. Risk Category: _I KII _ III _p IV Exposure Category: -BC �D Adjustment coefficient -L z i 4. Design Wind Velocity mph `ASD. LRFD End Zone Width --, 5. Mean Roof Height: �!D ft. Roof Pitch: g :12 Parapet _ft, I 6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 'MRH (worst case) Zone 1:46LILZone 2:-nIBC4 Zone 3: 5J Zone 4:-G )Zone 5:-PlGarage �dtqi r 7. Design Loads: Floor: � PSF Roof/Dead: I S PSF Roof/Live : PSF Balcony: _PSF Dock: _PSF Deck: -PSF Stairs: _ PSF Fence: _PSF Ralling: - PSF 8. Were Shear Walls Considered for Structure'? � Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? `S Yes _Not applicable Explain Why Not: STRUCTURAL NOTES' 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE $000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL FOOTI GS 3" BEAMS COLUM S 6. FILL (S IL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO MINIMUM OF 95 MODIFIED PROCTOR DENSITY. B ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 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, S. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9, FOR METHOD OF ATTACHEMENT OF DOORS 8 WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z MAX COATING OR BETTER /2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL, SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5 q 0-e ttA F r°1eTA t. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. _ oAf I J4. 6rJ6&t,-n�-}pTfCK tikes PERIMETER AND 12" O.C. FIELD. Ora' II-'1SUL.1'i7 ra r'1 / ICOQF . 5TQ.0 CT . k".Iz, A( ,1 N CeL'y,, fa1C�) L%G/(�ACoC.. f,,s/-\C-i•- ,� Zx4 To? 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F(teNT�MT�Lb�® ������i,AGr s"OE Y I17L-AR1 SFAcfA14.. eA qq� f (`1 1 lt..1` esuT 'Fo47T'. t dcw rce G L oFT 4©A-0t^,,%lb 123g4r PSF r,�, 278A LO PILE COPY I 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 2017 ® PROJECT HAAG DETACHED GARAGE ST• LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION 1 MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION I 4 zS t 2 V(5. L Vat &4 -FulSCp KEY PLAN I SHEET TITLE / SHEET NUMBER 12 QF Z PROJECT Jz 141 ©a 4 DATE (p��'1°� aleS%Ly