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HomeMy WebLinkAboutApproved PlansI N PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) DOOR ZONE 1-382 -50 THERMA TRU SMOOTH FL# IMPACT 1/4" TAPCONS @ 14" MJD.G AND 3" & W ZONE 2 -53.9 STAR 7630.2 MAX FROM EACH CORNE#/ A MIN. ZONE 3 -101A FIBER EMBEDMENT OF 1-1/4" Y MIN. EDGE DIST. CLASSIC DOOR ZONE 1-38.2 -50 THERMA TRU STAR FIBER FL# IMPACT 1/4" TAPCONS (I- MAX O.C. AND 6" ZONE 2 -53.9 CLASSIC 7630.1 MAX FROM EACH CORNEY/ A MIN. ZONE 3-101.4 EMBEDMENTOF 11/4" &MIN. EDGE DIST GARAGE -24.3 -44 DAB DOOR STEEL NOA# IMPACT (3) 5/16" x I S/8" LAG 64 @ 12" O.G W/ 1 DOOR COMPANY SECTIONAL 16-0330.01 1/4" MIN EMBEDMENT WINDOW ZONE 4.47.9 -70 PGT INDUSTRIES SS00 NOA# IMPACT 1/4" ULTRACON @ 17 7/14A1 O.C., 10" MAX 16-072 0.03 O.G,13 3/4" MAX D.C. W MAX FROM EACH CORNER W/ 13/4- MIN. BEDNiENT & 21/2 MIN. EDGE DIST. MULLION ZONE 447.9 -52.5 PGT INDUSTRIES CUPPED NOA# IMPACT (4)1/4" ULTRACON W/ 11" MIN EMBEDMENT EXTRUDED 16-0216.03 ROOF ZONE 1-382 -101 EXTREME METAL S V CRIMP FL# NON- #9 x 11/2 HEX WASHER W WOOD SCREW @ ZONE 2 -53.9 FABRICATIONS, 17022.1 a6 IMPACT 10" O.C. W/ 3/16" MIN. RENER PENETRATION ZONE 3-101.4 LLC THROUGH BOTTOM SUPTT ROOF -45 GAF ROOF UNDERLAY- FL# STORMGUARD IS A FILM-tFACED, UNDERLAYMENT MEWT 10626.1 FIBERGLASS-REINFORCEUEF ADHERING MODIFIED BITUMEN. SIDING ZONE 5-57.5 -76 JAMES HARDIE HARDIE FL# IMPACT DIRECT APPLIED OR II GJDOFING NAIL)0.121" BUILDING PLANKS 13192.1 SHANK X0.371" HD X 1.7',ONG), RIBBED PRODUCTS INC. WATER -HEAD OR EQUIVAIT (No.8x 1-5/8" LONG X 0.375" ND). THE SEAL HEREON IS PROVIDED ONLY W INDICA I E OUK KEVIEW ANU APPKUVAL FUK USE Uh PKUUUC I SLR I €U run I nn � I KUU I LIM. I nwaA.cr INI Ur , ncnc PRODUCTS AND METHODS OF ATTACHMENTARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. NOTES' DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FWRIDA 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 CLASSWICATION 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) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND 9NOW WIND DESIGN- - SUBJECT TO DAMAGE SEISMIC 3pe#d" 7opogrephls DESIGN Frost Tina FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT AIR MEAN FLOOD FREEZING ANNUAL LOAD mph elfeotaM (NAy OAT@GORYI W4Mherinp" h° Termite- _TEMP- REOUIREDh1 AZARDSo INDEX' TEMPI NA See Mg.R301.2(4) NA Negligible NA Very NA NA NA HoavY r 1, 7 STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE "(FA -FIR # 2 GRADE OR BETTER WITH LOBO P.S.L MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MM. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2S00 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. a. PRECAST/ PRESTRESSED CONCRETE UNTaS TO HAVE 6" MINIMUM BEARING. SEE UNTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & 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. LINTEL SCHEDULE LI Us; CAM UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2110" 8974# 7039# 8F241T•SB L2 W-6" 8974# 79f# 5591# 8F24/IT-1B L3 4'-0" 8975# 4853# 8F24 1T•18 1.4 44" 8672# ,ol 4292# 8F24/1T-1B LS 51-V 7342# 4k 3607# # 624/IT•1B L6 5110" 603" 329511 SF24 1T-10 0 61-6" 8360# 2959# SF2A/IT•18 18 7'-6" 5681# ->Zcl* 2571# Z 8F24 IT-18 19 9'4" 3486# 9 fA 1811# a aF24/1T•38 LSO lQ'-6" 27810 1458# 8FZ4 1T-JB L11 1114" 2423# Z ld 1272# i:T1i 8F24/1T-18 L12 12'.0" 2193# 11510 8F24/1T•16 Lis 13,4" 193U 962# 8F24/1T-1B L 14 141-0" 1697# "7# SF24/1T•IB L15 W-8" 2245# 8230 8FZ4/IT-IB L16 15.4" 2058# 767# 9FZ4IT-IB L17 17'-4" 1609# 6a7# eF241T-JB Lis 19'4" 3282# 54" 8F24 1T-18 L19 21'4" I7144 48M SF24 3T•18 L20 22'-0" 1D97# 461# 8F24 1T•18 L21 24'-0" Ba4# 4164 8F2417d8 LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 C-4" 8060#717A 440" 8F221T•16 RL-2 4'-e 8060# 422411 SF22/1T-16 RL-3 51-a" 8060 327M SF22 1T•SB RL4 S'•10" 806M 3176# 8F;2/JT 18 RL-S 6'-8" 7915# 27588 7' 8F22/1T 18 RL-6 V-6" 574g8 2442# 8F22/1T-10 RL•7 9'$" 3129p 1893# 8F22/iT•1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT, Aeb.AM I nsnc cYN.a IADCT e..e [Ae 1. c°Y[ yC I V Now_- CCNCFAIED fAs1£iYf L/J" '�� 1NE� q �RArrgCl op rti TERMITE -TREATMENT REQUIRED Moo'* K t��rr R I I rook r _1 0 _1 1 _ 00 S d' .9 1 1 _ :o 1 M NTS E 0 1 N N `O It Certification for Design load Compliance 1. DESIGN CODE: Florida L'Ff•IDEY't /At code 2014 Edition w/20! supplements using ASCE 7-10 2. Structure Desigrris:-6Enclosed_Partially Enclosed Open Building 3, Risk Category: _I -X-il _III _,-IV Exposure Category: )Ir-,B _C _ D Adjustment Coefficient 1, 41:f 4. Design Wind Velocity kj`mph "- ASO _ LRFD End Zone Width -A-ft. S. Mean Roof Height: If ft. Roof Pitch: 5:12 Parapet ift. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ r$O ' MRH(worst case)) Zone 1: -YLZone 2: - SjZone 3: - LoLNZone 4 • 7, Zone 5:-Q,A>Garage--] J 3 7. Design Loads: Floor: 75" PSF Roof/Dead:1- PSF Roof /Live A PSF Balcony: ___,PSF Dock: -PSF Deck: PSF Stairs: __00 PSF Fence: PSF Railing::O P& 8. Were Shear Walls Considered for Structure? Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? 4Yes_ Not applicable Explain Why Not: 10, Design Soil Bearing Pressure:2000 PSF U I 7' L" SRzS- L,4 �( Pe ¢•Z• A+.+AJtt YG Lot 14'- 04 SII 6 cC��4 �dVED NOV 2 0 2041? P'ERMIlTING St. "Lucie Ccunty, F-1 Ltvl 91A" S,PI Po4LC� 32'1 51=. Ga a-4R�,E 339 a Q I I i d i s I r 3 ) L 7 f II ^) Iy �t u. I� I C � It -0 '�� � �jae.tt.• =4 8 t't N i O 2J- p SHZS zgG� J�u tilTltavJlh [3) R`121s�¢.5 tAc ole , ZpS�In� 8�S �-aJtl"tee.ataS PKP' LJITGRk °t8OI-R� FPv'o6E.'0YG $P(JCIR4Ng -�GIJJ'At✓°L,'iCrL.f�41C. 5L/2 �5 ZeIQ® � Ltd � Id�-VIP_ it u to fir e� O 0 M FF- 6, M Isa f _ s 11 4'Sa�1 Clz. • M t+1P eL4,l I _VJ / =� VO,UI,iv tt�v tI / .o g!i (21- 2-8 q- O - • o s .� I 1 r_q L2 7 41 �'-2`t 6 Ar �, tot, A, 4j1 .� PoeC I Co J:� IZXIz core, �� COL+ 0-1/4-0!r E4�cu (tzLSE�s 5) a Tr-&" 5 �.r 01 Co I BSI, �H �4 n I 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 JECT JARVIS MOH in St. Lucie County RESIDENCE Environmental Health ST. LUCIE COUNTY, FLORIDA Sits Plan Approved for Construct? Supersedes All Previous Site Plans or rDS/V4-si-179 99y� & Well # 9' Io/30 !/ 7 n °d- a d L5 s9 N �1A �+ y CLIENT CONSULTANTS REGISTRATION of FLO r.�tc.. •- , - . RAG •.. CoHEEL J. g� 9 • ' 96 If MICHAEL J. SEAL, AIA AR96898 IREVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER or 4 PROJECT NUMBER r I DATE IWO F40TUNts-1 CSTIWN40111 TRUSS ID BEARING POINT(S) TRUSSACTUAL UPLIFT (GROUPED, WORST CASE SIMPSON CONNECTOR(S) CONNECTORS) UPLIFT DESIGN FASTENERS A-B4 EACH 1140# (1) HETA 20 1810# 9-lOdxl-3 2" 0-03 1ST BRG S07# (1) HETA 20 1830# 9.10dx1.1 2" i 2ND BRG 657# (1) MTS 16 3000# 144061.1/2" i F-G EACH 637# (3) HETA 20 1810# 9.10dx1-1/2" 63-032 1ST BRG HANGERBY TRUSS COMPANY 2ND BRG 638# (1) HETA 20 1810# 9•10dxi-1/2" GRA-GRA1 EACH 730# 1 HETA 20 1810# 9-30dx1-1/2" ORB 1ST BRG S12# (1) HETA 20 1810# 9.106x1-1/2" 2ND BRG HANGERBY TRUSS COMPANY GRC 1ST & 2ND BRG 943# 1) HETA 20 1810# 9.10dx1.1/2" BAD BRG 432# (1) MTS 16 1000# 14-10dx1-1/2" GRD 1ST BRG 1050# (1) HETA 20 SBID# 9.10dx3.1/2" 2ND BRG 978# (1) MTS 16 1000# 1410dxl-1/2" GRE-GRG EACH 1298# (1) META 20 1810# 9-10dx1-1/2" KING JACK 1ST BRG 7430 (1) HETA 20 1810# 9.10dx1.1/2" 2ND BRG 591# (1) MTS 16 100" 1410dx1-1/2" HIP JACKS 1ST BRG 157# (1)HETA 20 1810# 9-10dx1.1/2" 2ND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 49" O.C. 672# (1) MTS 16 1000# 1410dx3.1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, CHAMBERS TRUSS, JOB #74629 DATED 9/14/2Uv ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT, �- 1,& T q*- oe- 6jpwe 4N i2+6 Lwri-! 61000 aLKING am sai PAG.a&rLJNmL. a!/ 1*.S BAR CAeA . .---12"x 12" BUc COL W14* 5 J LA W12*S BAR ® I I -'= f:+i C.aNL 8LK Sia<MW/ALL„ N lyRA _ W11*6 TSAR IN F"l"FU CaL @ 4' a'' Oz. All �IIIN cLc.AN , COMPACTED TRCATEA PILL 14x20"SPR1:AD F-r& VJI3WSGAiZS CONT. FbPc d !,Lcrior1j NTS VCe+MtMEcrd.eocsfrr.3L:.• oe� PLYt�1aVa Sit t� 1�3L- U�IirS �' �I ClJF-I�H�L -� LLj yTueeo ero r-^" *GFFrr / --- S IIJ (ScU� I �C cM t_t_ RAF- 0 L-L , WDOW G 'e�6& r x�IFi0t.�G--- M 5 F1LU-iD LLG° Co'Ca CJ e-. P` t�Z Fu{ealyCi — R1L ( II L. k• 2�1 h�L ti I _P p�E 155,5 FOL114[>A I pL"P41 ,*PfGov FIL.L IN`�uLA�/oN C-oor- I hz Cr tl)a ?FeL-r' -Sf IC- Y- ora ve: CC7}C Q`�uaaoD 514eP CtlttDCo w/led tJP.t l_5 -r1rLLhs� hlMPSou rt`E.'t"A'zCs w%Iz-)cam. L��v� aN �- I PatJv9'4Q ST�o Q�U�A 8N Zr4 4�►6 �ASCJA .�. - �Yr's•$I.00s,� uT ,mil C M tD0'OI /z'aetwla�4 el co ) vlAL4� - CZ?couc�Fi6=s P•T� IX2- FUr-r-IJ-�co M160,E poiS� vc1ND�u6OPfa1�7�Cr,S C'o�� �, LL Soo t /yi-uLFf'TfO,J h111CGra lt5 SAK'-tN FLL�P' sus-+Fovra�•arioti, �x1sD r�owr<� �J�e./M�rF,,,rz d.at-+^r"r PL.�,1J 2 Gim.P w � 1 � 15AIC, :.-.: III 'f'k.E.ATi PIt.L„��r III III N - C...�J.lr' � � �- III L T• r s�sT•�v.�c ct r (I dt5 J* sp.'r- cA�.L..- W J+'L-L_.. dUS r-oaF breu �ru F 1 L.�e•PEil�1diIC'7 ! � -f'cD? PLAT 4 STUDS, Cm 24�0•C,r 4 BorroM ft*arE. M.,Iz, 5F_t-r- --rrz...b vrfA1Cra f:L0OrC. �-. 1 NT"�.► a�,...wt �.c.c.. 5 �.c�r10 � "t �(2}A-12lp-L� (���ScDIn1Go GkZ\ �-e- ST4CC ~ FrN(s 4 J � V� a..7� 0- ROOF SHEATHING INFO. ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 S' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK Q 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 SHALLBE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. I�L,AA1 � St D J•JG_ r • I , ' ;; f1 I; III,{ `,, I _... I I I j ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT JARVIS RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT 1 CONSULTANTS I REGISTRATION ep• PIS �. 10 9689 �- cs BRED A MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 KEY PLAN II SHEET TITLE / SHEET NUMBER A� xx�r 2,,r- PROJECT NUMBER``-IhFI)b Vo DATE--- P-e-'A Tr i. alP.st 14r ARCHITECT _ - o or -' O `Q ti - 00 03 I - O O i�tJ�'Iz XS'/z�Rr Ht�,t� o " L-5 Per. sy e. ELLCK w 3114 X 2'/'L' TA4Co,JS(a lZ`o,e, 6T)h�.E_eer> FIT, ZXCo SLICK gAyz X5%aH T?�D 41 Cts,P;;, vll i.LASu�s 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 '/," EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 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 M1NLMUM PENETRATION OF 1-1/4" INTO BUCK. BUCX SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. MAXIMUM HEADER SPAN s o' WAIL HEIGHT STUD SPACING I I 1 1 2 1 2 2 2 j OF IFADOi SRAS stPPOM M OF tEM 10'-r OR UM Ir O.C. 12 2 1 3 3 3 3 / OF RAL LM M SM R EO 30 OF FEAOHt 10'-0' OR tlpE 78' OR. 2 2 3 3 4 1 4 RDA TAIISSES DOlW1E TOP RMQlPIU MW(Mff En FOR s'-O IIIt2iwoImm AND KNO Vl O.O. sums OWN $DES) SW 0011 SND AS RUN D WIDI %PSO11 LSD{ tE OR IDS 111 WIR 14-IM NU — HDw SRIOS RAL LOMAH SM NOTE SaPsatl 18' Rld SIPAP IW' MUMYN 18OREMATWAR OILY f V4 OR SM WRR 6-10d X 1 I1r P.T. 900011 RATE --�, POINT BEARING HEADER CONNECTION DETAIL IITA 0 e 0 HTS (�il1lKl►a St4CCo LLr=AN , Cs)MPAGTL� a NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN WO.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. wltiPraW �ATE� Peoo�,�Co DRYWALLAND FURRING ATTACHMENT C e-6Ize -em 'Sv-AI,.SL-2- P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 W' CASE HARD NAILS @ 8" O.C. svroc rc- #- A F-T 15 C LV-yte-s I +� SC+ CG�'a I I Q� /z" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. �t1�vN'r�C� 17�T-AI C._ III ' r�R9l a@d a • SIMP5014 MT16 W/14.10d NAILS P0Z CONNCLrOR. SCHEDLLE 013L 2x4• TOP PLATr_ PROVIDE OIL 2,412 HEADER W/'/Z" PLYWpOL3 -SPAGF OZ GLUED d NAILED w116A NAILS tni8",o.L.Srt4&FQEp > OT14 Stq MS'v Drz.oPjzNINGS Pm •�wr8�4 ttFd>PW: AIL I/2 DRYWALL LLGS ! WAu& 2 <4 ST ut3S (u� Ir"O'c- P#ZOV'CZSIMPSON SPq @TOPd 10MtwI PW rEES[�'S2"O.c. Jl6_IOd NAILS PzovloE Y2 X57z' W pHPAt15{�240.C. VC2r T'o L3" WALL, P.T 2x4 L3orTvrt PCATTC l// IP 24-'o.c . 02 S16"45 x6'' Ra 4CAOS a>Ze0,L. $ x $ TN ICK E-W. E VJI I -LtS 8AR 8"(API[. RWC,K Sr4ml4Al- Wl I wS t3AR IN FiLLCO crut-a 4.'&, oL.. Illil � • � ' Ili�l= :ZNTcRiDK C3EFlRiW& \dA" NTS i htcPE ('--Ce of 9� i�C�fu ys4�K dlFlx WA<ti 5 6otS rw E�C.L.�fl � 4=�"vtc, ►tir�ye TYP, FI N�L` Io'-0 rri777 T f FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERIvIESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-I 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-2 14" DEEP X 20" WIDE SPREAD FOOTING WITH 3 # 5 BARS CONTINUOUS. Ar/G ( � I WII � 57GP _ :~ I it N F —. { Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 DJECT JARVIS RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT 1 CONSULTANTS REGISTRATION FrL pRf GNp,EL J.Ab S�c4r;9 N -1 w � AR968 • MICHAEL J. SEAL, AIA AR95898 REVISIONS NO. DATE REVISION t I 717/r.) I KE� PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBW,,� (i DATE 1615-/ 17 O r%mi" I r ARCHITECT Architectonic In e a 8 ELECTRICAL LOAD CALCULATIONS 1074 SQ. FEET 3 VA 3222 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 y/C1."mt- 12000 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 WATER HEATER 4500 VA 1 FUTURE POOL 2500 VA 1 mjpl-g4-w 2 4500 VA 1 IRRIGATION WELL 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 58122 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 19249 VA AC / HEAT @ 100 % 12000 VA TOTAL 41249 VA 41249 172 AMPS 240 PROVIDE 200AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT ®oe tz >ev ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET 4 MOTOR OUTLET WALL MOUNT LTG. FIXTURE �fFI GROUND FAULT PROTECTION PHONE OUTLET J.B. FOR FAN/LIGHT ( �j CABLE TELEVISION OU7 WP WEATHER PROOF RECESSED FIXTURE 4. CEILING MOUNT FIXTUI 5G SMOKE DETECTORS /C"'z£ DOORBELL c �f CHIMES 5fu 3/0 "fNwiv 0.U, io Z"C. El,fcC'C. SEeV�Gc OIZo /z4� Id sr ¢ C-u. �vt�> Ttac To P�4A 4 , AAzwelzaerav zfap 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 P. 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT2017 PROJECT JARVIS RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT r- 0PCp cta41 Poe-r CONSULTANTS $aAMJ? '@ P�Tactk�-F REGISTRATION Of. y G/PEIJ. s� 4 AR er MICHAEL J. SEAL, AIA AR96898 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER �1 _F C7V-'-1 C JLI L- `/A- IPROJECT NUMBER DATE (ol'417 �-® LIFE SAFETY WARNING This ymbol identifies Life Safety Warnings that should be read giver special attention by all persons installing trusses. P SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE A TENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE __ IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 3 ' Span or less I.- 0 degrees for less 'X 7 r -,one used not rr 1t& Fuss this way. 30' to 60' Span Spreader Bar hag 4_ _Approx 2/3 to _ 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. 1 F? 1 1 A " Ill L Ill Ili " 4C::> T IF= NLESS NOTED ELSEWHERE ON THIS LAYO'JT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. or Truss to Truss ,onnections see anger/connector ;dule in engineering package. Carrying Girder Nails must be as shown. Guide tabs Dome angle nails. Truss T PLATES BY CHAMBERS U REPRESENTS A HANGER Use 1JU126 for 2X4, SU1146 for 4X2 exeent as shown Carried truss Carrying truss Hanger ID Fasteners for Carried truss Fasteners for Carrying truss *Please re r to Standard Engineering package for general instructions on installing hangers. 1 Od=0.148"x 3" 16d=0.162" x 3 1/2" INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-4" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF Do not stand on trusses until they are braced per BCSI & proper) nailed to straps & Y p METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN T-4" 14'-4" 15' , I i I I i I I � �" i 25'-8" I , I I 11' r 11' NOTES: * ALL BEAMS ARE BY OTHERS. * LEVEL RETURNS ARE BY BUILDER IF DESIRED. * INTERNAL BEARING WALLS REQUIRED AS SHOWN. 17' - 22' IN LENGTH hangers upset=1/4" heel=4 1/16* SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 91-4" END DETAIL: TYPICAL VAULT upsd=114' heel=41116" SQUARE CUT END 2 x 4 Top Chord WAIL HEIGHT 9'4" TYPCAL END DETAIL Nov 2 0 2017 PER`dlil-TING St. Lucie County', FL vr%A vvlNG / SUSMITT LA RE 'APPROVED 0PROVEOAS REVISE AND RESUBMIT NOTED ❑REJECTED IBMITTAr um Se= Data. ifs Architectonic Inc. Fort Pierce, FL 349M 39 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT FABRICATION AGREEMENT' .. TRUSSES CANNOT BE STARTED UNTIL THIS AGREtMENT 19 SIGNED a RETURNED The legal dawlptlon ofthe property when the trusses we be insWed is; The undersigned adMaMedges and apnea: . 1.'.TmNas vra be made h sbkt accordance with thistn= placement dkgram layout. whichls en ads authglryfor deDerminlnp.euaescNl tabrlcaft Sera busses. Z AJ dmnenebns In this layout hew bean vertAed by the taderalp sari. .9. tMap wrnterr ralkro b proNdad by cadllsd mer to Chembam Truss wehkr ten (10) daysof dely the u,Menbned apnea tlrat ro bedcolwpet wa be aaowad..In da event such eellotrr nodes b iwnlehed Chanibera Truer slWl have Hasa (9) Mgy�ea days N which to be* repairs ngtined, or to su6WbQa othoctrosset, at Chambers QPNM' 4. Tba rardarslgnsd adorowledpst adalpt a'BCS11. W srm irdwy sheet by TPI d' WTCA. 'Q lleamy b to sob tea n b the wryer's'nreporwbllpr to make the sob sae sulable for chicory. l:Mmbart Troy hw tla $ob authority to debmdoe da xdmblphr a dre )ob sae oy ■ portkn ears Job site for dalvxyT. Chemben T las wi l be =parnlble fa duaV daAvery c 1 7 The buyer b roepontlbb for eddlbnd delwry Waaaes n Chambers Taus has to redeliver beuute jab arse b riot papered for calvary a buyer b M Prep deevary a Nrases. Buya 6 atpmamis 10 Chambers Tnus for towerp eoeb due b ttts cordklans. & Pea as krowat tr1 paragraph 7 bebw b auDJect >a ganye n any c agees am. nods ki III.l riL A $W per hour fee for revblons may be daryed bf Chambers True. . 7: This b a PURCHASE ORDER to Chambers,Tnus a the sum agreed to a C ' ;,oreenerd a reasonable wire• badge wa be made on delivery Sat paW vderkr temp a na1 ' on delwry. Imrdce may. be made at scheduled date"bf d"rV°7 if dryer canna aoca� dalwry a flibilcated trusses. The undersigned agrees to pay Chamben.Truss nasonabie akomey'a fee for cdbct6rn In event a peyrnerd not tkray made. )-12 X per month selv)w . chips wa be added for al tuna not Paid within brme. . & Sipnawre a trddab anywhere on this sheet constlMes apreanalt W all lama herein. 8. kr conslderatbn a Chamber Tana edandkp credit for 06 mabda the undersigned aowxROonally guanmea Payment when due of any and all Indebtedness owed to Chambers Truss by,asy andy rscavkrg materiel and the unddrsignad agrees to Pry such kdebbdnses Indudlna agornryt feat, if delaun In POrnO l for materiel be made by the Y�0. N re ewm of arty 111140n ooncOrNrp lids agnemmd, the Rams famished hereunder or paynann referred b herekr, the partlas agree that She tpb VSIRIe far nnY such adkRr we be Saw koda County, Fwrida. 11. Design fesponslNpbt are Per-Nadanl Slandi d And Ratdnan Wed Ouldelrres On Ra'eponslbdltlas Tror CalWuatlon Uskp Metal Pleb Connected Wood Tnusas ANStRPIIWTCA4-20D2" .. DATED_ - t3It3NED TMJE AWxeederbermurbewy"por-BCSII-Wbpomtk#w&r', :0, Multiple ply trusses must be fastened together per engineering before they are set, fallure to do so can reaultln roof collapse. temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erectoL Study the contents of the lnforn:don packet Included on delivery before setting trusses. TMonmuetbesdaW bracedptrdnWioprereuttjtsy8dwmge. Tenses most be act plumb and square Do not Set bunks or stack of plywood, roofing material or any .. 'other cdkentrated loads on tenses, this can cause collapse. D©'NOT SET TRUSSES USING THIS LAYOUT • USE LAYOUT DELIVERED wrr TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC all 3105 Oleander Avenue Fort Pler'cej Florida U9824423 800-551-5932 Fort pierce 7n-4185-2012 Fez 772-4654711 %r-... Roth 772ARM012 Stuart '772-286.=2 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Lmambers Truss Inc. Drawing Name: 74629 Scale: 1/4 = 1' 121 total trusses, 39 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Al! 9 -7-y7 Date: 09/07/17 FOR MICHAEL DIFRANCESCO DESCRIPTION: JARVIS PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 74629 1e Copy