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HomeMy WebLinkAboutFLOOR PLANT74vYN GeCf O5P M 10 6 Il LL5 P IAAON ge, 3F3YR� iN �4000[ND flf�1$ tea rylf.�G t e;ze�u� oKNfl PaD T�LCi'c(� �t SEA NTty ELECTRICAL LOAD CALCULATION FOUNDATION SCHEDULE 2142 SQ.FEET LIVING 3 VA 6426 VA 728 SQ. FEET NEW 3 VA 2184 VA S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH 6X6-10/10 4 20 AMP APPLIANCE CIRCUITS 6000 VA 2 REFRIGERATOR 1200 VA WELDED WIRE MESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. 2 RANGE 20000 VA 2 DISHWASHER 6000 VA S-2 4" (2500 PSI) POURED CONCRETE CAP WITH 6X6-10/10 2 WASHING MACHINE 3000 VA WELDED WIRE MESH REINFORCING OVER EXISTING _ 2 DRYER 10000 VA CONCRETE SLAB. 2 WATER HEATER 9000 VA 1 POOL 3000 VA F-1 8" DEEP X 8" WIDE THICKENED EDGE WITH 1 # 5 1 MISCELLANEOUS CIRCUIT 5000 VA BAR CONTINUOUS. ttr. cu 0Fvro g6Y6 TOTAL 71810 VA F-2 12" DEEP X 12" WIDE THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. P'roeA9 FIRST 10 KVA@ 100% 10000 VA F-3 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH REMAINDER @ 40% 24724 VA 3 # 5 BARS CONTINUOUS. AC / HEAT EXISTING 12000 VA D-1 1 # 5 DOWEL DRILLED 6" MINIMUM INTO EXISTING FOUNDATION AC / HEAT NEW 6000 VA SET IN EPDXY. TOTAL 52724 VA D-2 3 # 5 DOWELS DRILLED 6" MINIMUM INTO EXISTING FOUNDATION SET IN EPDXY. 52724 220 AMPS 240 D-3 # 5 DOWELS DRILLED 6" MINIMUM INTO EXISTING FOUNDATION SET IN EPDXY AT 4'-0" O.C. TIED TO F-1 FOOTING STEEL. UPGRADE EXISTING SERVICE TO 225 AMP PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT NOTE: CONCRETE TO BE ACID STAINED FINISH Z& - e> /n L ei a [ U—i 4a .� Iz--4 101-0 F®\A Q�.T i©►� P(��N ARCHITECT Architectonic In =�S 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 ~ ST. LUC7 COUNTY PUYL0.1-S- SION WWW.ARCHITECTONICINC.COM R V VIER'ED FOR CO, REVIEWED II STATE REG # AA26003348 DATE '5ZbI PLANS AND PERMIT WST BE KEPT ON JOE COPYRIGHT 2017 OR NO LNSPECTION 'ILL BE ALAJI E. CT 65;'.4 Al I THESE PLANS AND ALL PROP07ED WORK ARE SUBJECT TO ANY CORRECTIONS r_ REQUIRED BY FIELD INSPECTORS THAT MITH [GUEST MAY BE NEITH AL AY IN OFIDIICAIL TO CDMt�Y WITH AV, APPUCA/U(CODLs,. HOUSE v4 ` CONCEALED FASTENERS OR ATTACHMENTS LUCIE COUNTY, FLOE ARE THE RESPONSIBILffYOFTHE CONTRACTOR OF RECORD ` r 7" 6 wgfvIC.U, W if large I UCE`'5i rAh ( I GNV.r-,&F— 11HU10 .ram.. I 2(.,'-o 4,lo, f�k'ST. UFA A,,,- r'v Tb IN'�t?CL F�� C6cG/� '�fGE� An1Gt-E P� St-1 v�r�./�. •t Et zS I c0 y!'NPIP w L I v I I.! h1+2! �XrS'i-wco e,i A.c� ro t�� a -.-- 5zF-I-toU£.A 44 r-Eta, 7p T-o O tSYntL Face-�-D Cl�eey � _ t Z !0 yTBGL Ava�� +°r-x-. L� •. I 1 a LU lZ St3 CO�CPJ�TE 6L.sCK � `� V 'IIL 'I IC\T0AEN �o C 168z3 Q 7. •to 10-6 Tt:tlo w fOPp PK.3'(o?s l ft' 7I' g?'rsriew'� �QgMM As FILE COPY I CLIENT CONSULTANTS 11 II REGISTRATION yr ��CNAEL J SEq ' FRED A� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION ' i1tY � e�als�ti KEY PLAN SHEET TITLE / SHEET NUMBER m IPROJECT NUMBER 7-17 I \ Cs DATE //41 t7 z/zo/1 ZVIp/'CRu55 (�� CWAL KtI+4 5T-Li .o W I K-�170> Md WPT- E PeckofItJCo (- e61 so Eta is m t F �•LtC.1G. I na Si"�•GG./+�Tl �N � 4�I K"K a PETAJ Certification for Design Load Compliance 1. DESIGN CODE: Florida r, I f4-%n� code 2017 Edition w/20^ supplements using ASCE 7-10 2. Structure Design is: X Enclosed Partially Enclosed _ Open Building 3, Risk Category: _,J k II _III -p IV Exposure Category: _C 8 _C _D Adjustment coefficient 11 1 0V 4. Design Wind Velocity ,�AQ mph _ ASD _LRFD End Zone Width ft. 5. Mean Roof Height: 14�­Ift. Roof Pitch: ! :12 Parapet _ft. , S. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3Q 'MRH (worst case) Zone 1: � Zone 243-1 Zone 3:-&1-!6one 4: AA, Zone 5:-, )•S Garage: ZA< 3 7, Design Loads: Floor:'? PSF Roof/Dead: /S PSF Roof/Live P PSF Balcony: _PSF Dock: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: PSF 8. Were Shear Walls Considered for Structure? _/ Yes _Not Applicable Explain Why Not: 9, Is a Continuous Load Path provided? JZYes _Not applicable Explain Why Not: STRUCTURAL NOTE - - 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P,81 MIN, FIBER STRESS VALUE. Z 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 ST MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1.1/2" COLUMNS 1-1/2" 5. 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 DESIGNEDAND 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. a. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE W 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 -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. PRODUCT REVIEW VCNRE FAANUFACFURER MODW APPROVAL# IMPACT ATTAp1MeVr METHOD PRODUCT OPEr1xFGOFSWIi PROWL?DESK✓i + PRESSUREStWom PRESSURES CARD DOOR ZONE4-280 -70 PGr WDUSIRIES N+C FO£SSPVC NOAx MIPACT 1PULTRILCONS@f0-1JY MAIL O.G. WIIN CFfrTER C4U51B1 FR04CH DOOR 17L 05 4•,AND 4.ON CORNERS, WRH i-3/6•MW.EMBFDMENTAND ZONES-3LA 1'OBTANCE TO EDGE -70 P6TVAUSFMER OEC SN3GODPPC NOAx NPAR X'ULIRACONS@10'MAX.O.C, 3.55•FROM CORNERS. WFIN WINDOW ZONE4.36.0 ZONES-3io 17-0630.OR `Mua FidB®MEMAIFD I'MM. Fur ACMACT W 1APCIX3@6'IRO.NCONNFRa13.7d'MAX. O.G,rARW. DOOA ZONE4-20.0 -eS AASTPROR iwe"VIRUSTIC NOERGIARR DOOR SS21S1 QEARANCETO MARURY EDGE, 3' NUN. CIEARANCETO ZONES-34.0 WDHAi- M@1F, 3^&6• .y---�� / CEUSTFR ROOFST NS Mfiuu( PSON RVOIIM1n Fie N/A RSISXl-1/Y WOOOGRIP W(IANG UFE HEAD ROVED, ING 13301.1� WASHINGTHRWGH1HE Me OFTHEPANELAPPROVED EQI/AL X"PENETRATM7NTHR000HPLYWOOD TAR[OROOFNIG UNOERIAYMENT FLR N/ADRY4N ROOT20 10E50.1 SIDEWSMCO.CAT(4IEQUALL WACEOSTAGGEREO ROWS THEACCEPT EOFTHESEPRODUCrS SOF ATTA EOASEo UPOI THE HEREON IS P ONLY TOINDIII CIf:111 AND APPROVAL EOf PROOUCTSURTEO THLR SiR TEST DA BYTHE R, WHICHCARRIES iiS GINEER'R CE PUFSN ESY PRODU ' CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE SIMPSON CONNECTOR(S) CONNECTORS) UPLIFTDESIGN FASTENERS Al -AZ EACH 453# (1)HETA 20 1810# 9.10dx1-1/2" KING JACK IV ERG 743# (1) HETA 20 1810# 9.10dx1-1/2" 2NR ERG 591# 1) HETA 20 1810# 14.10dx1-1/2" HIPJACKS In ERG 157# (1)MTS 16 30DU# 14-10dx1.1/2- 2"o ERG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 1810# 14-I0dxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. BUILDERS FIRST SOURCE, JOB #1337438-TC-5705 DATED 2 4 2018 ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES, SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 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 CEnmG 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) wry neemM CitRkpt4 OUND NOW WIND DESIGN^ $ eed4 Tapogra it* m NA� w.. BEISMtC DESIGN SUBJECT TO DAMAGE FROM WINTER ICa BARRIER DESIGN UN00RLAYM NT FLOOD TEMP' PBOUIRBD' HA2ARb$R AIR MEAN FREEZING ANNUAL INDEX' TEMPI - W4at11arin ' Frost IIn* depth"_ T4tMI LOAD !NA h 41f4obN CATEGORYI ,,. See PE$ R301.2(4) NA Negligible NA Her NA NA NA Y-3 ROOF SHEATHING NAILING ZONE INFO. 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 @ 4-O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 Y X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIEL NNOrJES- 19/32" COX PLYWOOD SHEATHING •-` I- Lr 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, OE11ONAL 2 X BUCKS SHALL BE ATTACHED WITH''IW 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 1.114" INTO BUCK. BUCK SHALL EXTEND BEYOND TH INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. 4 �.c )C I n/r 0 W W rA � C�� �5 0-4r- t� PoakP�Zi� _ - .00Cl, Vr4PcP, SA�1 f✓f✓ Y CAS f FA l`-' `l t tar�r f Psi. r Fr 1 pp, 7 N D 'E -l`YEk DOO.q 00 8 X8" foFHEFL ToU-V-Fr+P &^a7z- w//#.51SA1cLRs�ebP-+J�c $AcS To JEencR L �heS �f,1`vlOv'E.`:�.KG. �LdcK 2S Ci4 ::.(4t O:G. K .L Fi.ILS f GE4).. SbtID LOhIrl, t.AnC? #�S VEIZT, W5'L»(,111.IUT0 £XC,.5LA,5 SM/.6ET: 114"'IePDX`( :.0 To VtTkT1.S-TE'EL• �:-scar 1 11 �F� - 3`'x�"n l/yj1 yr�'EL cv�r` C� IcsL r� 1ui L rLAT5- EXTPJJb 4" FP,S-r 3u 0��1ti1\l�<a M DETAIL c,c- i K-,) Ex(STi t-�tss �aoF S•C2aCTuzs^ R-3o tL3 sd L.c,'cto lv Its LaowC �'Ct.. DrctL.L.E.o Co'rLl+� 115ivb EPDXY F�M � t=kaP. 5 ET' � RM LSLgC (c, w` i {# 5 rgPtz, CO 1,.aT I t.a a ea W 5 /Y ��nK-YW ALL 6h.a T,T, IXZ fu2.(C11,- C.e 6rrl?s Cn' I�,"o lc�• `r•'/ Ft -FOIL IPluLA,'rtokJ oK j4"�l(y1D its 90 WrteN �,"r.�Aic�r,T"t-T_ KLoCk ir.LA.,L.L N f'5PSLa6n.S IQFILLF-P CELLS (� FCcotC FLAKk ✓f p. C. Go RS Pow�L_ DztLLEi> (c4M IrJ INJT-0 EXrST-IraCo FoaNPATIc>kJ SE."I" IN E.Poxy' 4"CzS�xs PSI) Ya JaiGJLpon�C C/�P �/ P°I 4PiK� 1„t�:.41k CdR r N_i F r X(STIp7Co e0mcr-STF -1 Awg SEc��c�r� 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 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. X" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS X4" MIN. DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I ''/2" CASE HARD NAILS @ 8" O.C. /2" 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. UNTR SCHEDULE MANUFACTURER; UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPUED UPUFT LOAD COMPOSITE BEAM L1 21100 6113# 44G0# 8F16/ST-18 L2 31-V 6113# 3547# SF16/1T-18 L3 4'-fW 6113111 3079# SF16/1T-1B 1.4 4'-V 6313# 2720 8F16/1T-1B LS S'-4" 5365# 4?o Z290# 7oA 8FIS/1T-1B L6 5110" 4360# 2093# BF16/1T-16 L 7 61-V 3480# 188M 8F16/iT-18 LB 7'-W 2661# 16344 BFIS/1T-18 19 W-40 1843# 1133# 8F16/1T-18 L10 101-V 15330 914# SFib/1T-1B LSS 111-r" 1366# 35q: 798# 224 8F16/IT-16 MET h%L: Mo�F ( 0.0 G o PJ 3o tt F E-J-T Eort- Pe_Y-4N> out sleT cPX PlJ'C t1..�OQ•j7 W/i� 2J aOCv 6H+9�tlC� A.JPLE--�j PoF AILLIU G s ONE ®ETAI t_ Macet# }:7E/9TifJCa FP4'�C rA. � SOFFIT 4 flel P EPraE 12:OOF 5TVuC.7-IJKr-_ a Tal' Ft-ATr 1 °.aTLi iR jam.' ZAi'�� C.I k e'O'l o" PLATE st'l1.1Gca �4o Ca fC Orr V�I P f L S CT iC� ►J hC,T:S, 1� MMTLb{ 'f=Xr4T, a rJ tl>='TA io-14dN►.r L 1 jj11 rzoxo ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34960 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT SMITH GUEST HOUSE ST. LUCIE COUNTY, FLORID CLIENT CONSULTANTS REGISTRATION (� OF FLOR y' t1AEl J S i RED ARG MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION i KEY PLAN SHEET TITLE / SHEET NUMBER 12- of PROJECT NUMBER -J?- 1.7 (1 (a DATE 111 2./2.01 IB KID / Kwi-tp (ueom I'll-