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HomeMy WebLinkAboutFLOOR PLAN 5-23-17JIL 3"00- SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET - MOTOR OUTLET I WALL MOUNT LTG, FIXTURE L-�FT GROUND FAULT PROTECTION PHONE OUTLET �I J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED -FIXTURE flT ...... ...� . .... .r-. •r•rlTltt TT'VI'RT T'fh.Pi G10 3"110* ,r;, GARAGE ELECTRICAL LOAD CALCULATION 1512 S.F. @ 3 VA 4536VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA ICE MACHINE 1500VA MISC. 3000VA TOTAL 21236VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 4494VA A/C HEAT 9100% 6000VA TOTAL 20494VA 20494 VA = 86 AMPS 240 RESIDENCE 182 AMPS (SEE LOAD CALC'S ON RESIDENCE PLANS) GARAGE 86 AMPS TOTAL 269 AMPS USE 300 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. (--]� ) 350 M C. Me EQ `ry Bc.P� 3�3i'�iL`1zC Gem �t oe 4- I0® z F (--E C f t 1 C Ii1- V­ f ,5 -J�j- O T2;t , PRODUCT REVIEW PRODUCT OPENINGDESIGN PRODUCT DESIGN MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES PRESSURES TYPE (WORST CASE) WINDOW ZONE 4 -47.9 -55 MI WINDOWS & 185 SH FL# IMPACT 3/16" TAPCON @ 10" MAX O.C., 1-1/4" MIN. DOORS 17499.1 EMBEDMENT AND 2-%" EDGE DISTANCE DOOR ZONE 4-47.9 -55 THERMA TRU SERIES O FL# ''/s" 1TW X 2-1/2" @ 14" MAX O.C., & 6" TYP FROM EACH FIBERGLASS 12111.2 CORNER: WITH 1.1/4" MINIMUM EMBEDMENT & 1.1/2" MINIMUM EDGE CLEARANCE DOOR ZONE 4 -47.5 -55 THERMA TRU SMMOTH STAR FL# IMPACT YV ITW X 2-1/2" @a 14" O.C. WITH 1-1/4" 15225.5 MINIMUM EMBEDMENT ROOFING -45 TRINITY UNDERLAYMENT FL# N/A BORA TILE SEAL, SELF -ADHERED, AND BACK- 14317-R6 NAILED WITHIN THE SELVEDGE -EDGE SIDE LAPS USING 12 GA./ X1-1/4" RING SHANKS NAILS THROUGH PRIMED 32 GA/1-5/8" DIAMETER TIN CAPS SPACED 12" O.C. ROOFING ZONE 1 -38.2 +101 EXTREME METAL 5 V CRIMP FL# N/A #10 X 1-1/2" HEX WASHER HEAD WOOD SCREW @ ZONE 2 -53.9 FABRICATORS, 17022.1 8" O.C. WITH 3/16" MINIMUM FASTENER ZONE 3 - 01.4 LLC PENETRATION THRU BOTTOM OF SUPPORT THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPONTEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BYTHIS OFFICE FOR THESE PRODUCTS. Certification fol Design load Commliarice 1. DESIGN CODE Florida E PLt,-T IAA code 2014 Edition w/20•,_,_ supplements using ASCE 7-10 2. Structure Design is: Enclosed Partially Enclosed _ Open Building 3. Risk Category _I �II __III -,--.IV Exposure Category: X-B -C _ D Adjustment coefficient 1, 0 4. Design Wind Yeiocity I!0 mph �... ASD _ LRFD End Zone Width * ft. S. Mean Roof Hight: 166' ft. Roof Pitch: <:12 Parapet -ft. 6. Components � Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 MRH(worst case)) Zone 1: -41 Zone2: - f 7 ,5* Zone 3: - I01=•8112one 4 - Zone 5: - '50'Garage: z#,, i 7. Design Loads Floor: 7 PSF Roof/Dead:15-_PSF Roof /Live 3O PSF Balcony: ____PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Valls Considered for Structure? Yes _ Not applicable Explain Why Not: 9. Is A Continuois Load Path provided? -1'. Yes_ Not applicable Explain \1 by Not: 10. Design Soil Bearing Pressure:2000 PSF STRUCTURAL NOTE.: 1, STRUCTURIL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2, CONCRETE ID BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS -O 2500 P.S.I. MIN, 3. REINFORatG STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. W. "ONCEALED FASTENERS OR ATTACHMENT 4. CONCRETE (OVER OVER REINFORCING STEEL: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING ARE THE RESPONSIBILITY OF THE FOOTINGS 3" RESIDENTIALBEAMS 1-1/2" CODE. CONTRACTOR OF RECORD COLUMNS 1-1/2" S. FILL (SOIL) STALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER WIND L)AD COMPLIANCE DESIGN PRESSURES. PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN 81 PRECAST / PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 4M. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. FOAM BLOCK INSULATION SMALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. *NOTE: ALL SIMPSCN STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COJrnNG OR BETTER. TABLE A301.2(1) nk 1nAAT•In AAtn f:Fl1CdGlApMtr: n9g1(%N (.RITFRIG WIND DESIGN SUBJECT TO DAMAGE FROMF ° SEISMIC -° -� -- WINTER ICE BARRICR AIR MEAN Speed°FTr,,Po-w'-P;'-1, DESIGN Frost Ilna DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL (mph)fectsk (NA) CAT. GORYf Weathering" _depth° _ T®rmite° TEMP° FIEOUIRED" HAZARD8n INDEX' TEMPI NA See Fi1!.1601.2(4) NA Negligible NA Very NA NA J NA THESE PLANS AND ALL PROPOSED WOA3c ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THt MAY BE NECESSARY IN ORDERTO COMPLY WITH ALL APPLICABLE CODES, ALL MANUFACTURES LA Q8 SHO WING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS <+RF npPROVF, 17v5-OS?d2 ST. LUCIE COUNTY BUILDING D cION REVIEWED FOR COMPL NCE REVIEWED BY DATE PLANS AN90PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WIT,L BF MADE. ARCHITECT Architectonic Ir 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BLUE GARAGE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION RI , D AR REVISIONS NO. DATE REVISION KEY PLAN FDOH in St. Lucie County Environmental Health Site Plan Approved for Construe Supersedes All Previous Site Pla 3TDS #54 0.17sp vo & Well #_ ate: 5-/23�- qA✓�� ovL[,� v SHEET TITLE / SHEET NUMBER PROJECT NUMBER DATE 4, Z ? , rgzsS or.1 �o o i L Zxc>a ucK w/ 31 lr."x ZI/Z I I ?tT, 2XGo $LICK w u`/Z A :Iz O � i-'E© g C t 5 w/ Z 0 I - -y— - o 0 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-°/4" 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 MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 %a" CASE HARD NAILS @ 8" O.C. '/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ $" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. Y" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 'Y+°' MIN. UT; ; "XX L.oA Pr tNCo, 4F7 Or P'� �x r y I l �' � � ;,.��, ►^� r� Ira `...,,.+ ...._i ,..... ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6"O.C. FIELD-, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL. BE PEEL & STICK OR.30# FELT COMPLYING W/ ASTM.D226. I?LrLk) ooje I"com ¢/ -5 ( (- `. 17e.TA' lf— 6 Loa- V- 10.e 5/g -r- IL��.C., rr � ANN I-Y AFL eY u.s 4.,-L t—, tJ*.1SU�A,T'10A.2� S— I -- F - i 51MJ a �.�� zco ea I.C. vz p� k FAQ �r 3/4- m 9 1H LINTELSCHf2ULE -CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 2'30" 6113# 4460# 8F16/ST-1B L2 3'-6" 6113# 3547# 8F16/lT-lB L 3 1 44 6113# 3079# 1 SF16/1T-16 L4 4'-6" 6113# 0.0 2724# 5 740*$ 8F16/lT-1B L 5 5'-4" 5365# 2290# BF16/1T-16 L 6 5110" 4360# 2093# 8F16/1T-1B L 7 6'-6" 348M 1880# 81`16AT-16 L 8 71-6" 26614 1634# 8F16/1T-1B L 9 9'-4" 1843# 1133# 8F16/1T-18 L 10 10'-6" 1533# — 914# 8F16/1T-lB L ll ll'-4" 1366# o 49- 798# 76 At-8F16/iT-1B L 12 12'-0" 1254# 723# 8F16/ST-18 L 13 13'-4" 1075# 606# 8Fi6/1Td8 L 14 14'-0" 1002# S59# BF36/iT-16 L 15 14'-8" 1370# 519# 8F16/1T-1B L 16 15'-4" 1250# 48S# 8F16/lT-SB L 17 17'-4" 950# 404# 8F16/1T-1B L 18 19'-4" 750# 347# SF16/1T-16 L19 21'-4" 598# 306# 8F16/1T-10 L 20 22'-0" 550# 295# 8F16/1T-16 L 21 24' 0" 450# 267# 8F16/1T-18 E D UNTELS MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4' 4" 5206# 2635# & 8F14/1T-18 RL-2 4'-6" 5206# 2525# _ 8F14/IT-lB RL-3 5'-8" 45671t 1960# 8F14/lT-1B RL-4 5'-10" 4242# 1900# 8F14/iT-1B RL-5 6'-8" 312011 _ 1651# SF14/iT-18 RL-6 T-6" 2459# 1462# SF14/1T-18 1568# 1135# 8F14/lT-1B 6 TIC F' INv-.e-, NOTES; ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 4 rv'�f° rI > I c-t NT r- ` t- J/ } . 5 1 &3 r-- I c e� CONNECTOR SCHEDUt F TRUSS ID BEARING POINT(S) TRUSSACTUAL UPUFT(uROUPED, WORSTCASE) SIMN PSO CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A01G-A067 EACH 1287# (1) HETA 20 1810# 9-10d NAILS KING JACK 1 BRG 743# (1)HETA 20 1810# 10-IOD 2N' BRG 591# (1)MTS 16 1000# 14-10D HIP JACKS 1 BRG 157# (1}HETA 20 1810# 10-10D 2 BRG NAILEDPER TRUSS COMPANY 1 nu— uvrunivi � i iuiv , r Nriv murvi mAivurraui urctK »nue UKAVVIlYb!). tA-', t QUASI I RUSS, JOB #133533 TRUSS ENGINEERING DATED 3/27/2017. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. CaatL IGl►-0 y1'4wlo FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 12" THICKENED EDGE FOOTING WITH 19 5 BAR CONTINUOUS. F-2 16" DEEP X 20" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. I elf U F 0 �A p v_:) C col �et�lr�,jr t-� 1 4,,Lt.., reef-"S' v t ARCHITECT Vchitectonic Inc M6 DELAWARE AVENUE =ORT PIERCE, FLORIDA 34950 F: 772 460 7751 =: 772 460 4244 NWW.ARCHITECTONICINC.COM >TATE REG # AA26003348 COPYRIGHT 2017 PROJECT BLUE GARAGE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION tA ED REVISIONS NO. F DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER 0 z- Q: -U,, PROJECT NUMBER ---------- DATE Z711 7