Loading...
HomeMy WebLinkAboutBuilding PlansFDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS G- r 99K�i &Well # Date: VVILW7 Revie c d DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME : PROPOSED COLLINS RES. OCCUPANCY TYPE : R STREET ADDRESS : 5116 SILVER OAKS DR. FORT PIERCE, FL. 34983 CONSTRUCTION TYPE: V PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THEAPPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADSAND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 - 16 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY : 111 X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASO NIA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT: +/ 16'-I ROOF PITCH: 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 20.5 ZONE 2: + 20.5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE 5: + 35.5 GARAGE: + 30.1 - 32.5 - 54.8 - 80.7 - 38"5 - 47.6 - 33.6 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF / LIVE: 20 PSF BALCONY •- NIA PSF DOCK: NIA PSF DECK: NIA PSF STAIRS: NIA PSF PENCE: NIA PSF RAILING • NIA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: BOWDOIN G. HUTCHINSON, P.E. CERT. # & CO. CERT. AUTH. 70878 BENCHMARK ENGINEERING DESIGN FIRM: DATE: ADDRESS: 806 DELANAREAVE.FORT PIERCE FLORIDA 5116 SILVER OAKS DR. FORT PIERCE, FL. 34983 o. m CONSTRUCTION BY PORT ST LUCIE PROPERTIES INC. 201 SW PSL BLVD, UNIT 103 PORT ST LUCIE, FLORIDA, 34954 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PORTSTLUCIECUSTOMPROPERTIES.COM PLANNING & DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION PRODUCT REVIEWAFFIDAWT BUILDING PERMIT NUMBER: OWNERS NAME: PROPOSED COLLINS RES, APPLICANT: PRODUCT OPENING RES DESIGN PRESSU PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS - +/- 55.0 MI WINDOWS & DOORS 185 SH FL# 17499.1 IMPACT 3/iS•x1-t/4"MIN. EMBEDTAPcoNs AT 2"/1O..C.C. FIXED WINDOWS SEEELEVA11ONS +50/-63 MI WINDOWS & DOORS 195PW FL#15349;5 IMPACT Y1&"XI-IWMIN. EMBED TAPCONS i '/18" MULLIONS NIA a - BLOCK GLr483 N/A MR WA N/A N/A WA N/A DOOR- D, I ,J SEE ELEVATIONS +1- 50 TPIHBup TRU SMOOTH STAR FL # 20468.12 IMPACT AT 3- & 7`"14I5' O.CN. BEA� 3' & TS EACH SIDE OF DOOR MEETING POINT TOPAND BOTTOM GARAGE DOORS +1 / - 33.6 +33 / - 42 CLOPAY 34W6 - 22 FL# IOWA N/A 5/18"XMIN. EMBED N/A LAG SCREWS S((ONE PER BRKT) NURRICANEPROTECTMN _ N/A NIA N/A N/A NIA. ROOF VENTILATION NIA NIA NIA WA WA MIA APPLYPOLYGL TU PWB DIREC YTOTHE ROOFDECK. DO ROTMPLY TO SHNGLES OR OTHER ROOF COVERINGS. STARIAT LOWEST POINT OF THE POLYS iICK UNDERLAYMENT N/AJI NIA POLYGLASS USA, INC. TU PLUS FL# 5259.1 WA ROOF DECK WHERE POSSIBLE. CUTTHE POLY TICK TU PLUS TOASURABLE, SEAMSY MIN.PMO ENDLMBB'MIN. WDRIIASLELEN,RH.OVERLM FF MWECEW BACKINEMO.EROLLANDMPLYFIRM•EVENPIgSSDRE REMAMR10 HAlF OF 111E ROLLANOARPPLYfPRE85 �KNVG FROM THE .� GULF COAST PANEL FASTENER#916 X 1-1/2" WOOD GRIP WITH SEALING ROOFING MATERIALS VULT = 16OMPH VULT = 194MPH SUPPLYAND 5 V CRIMP METAL ROOF FL # 11651.12 NIA WASHER IN THE RIB OF THE PANEL, 1/4" MINIMUM MANUFACTURING PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANELAT 12" O.C. PARALLEL TO SLOPE AND T O.C. ALL PERIMETER OR ROOF. I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: BOWDOW G HUTCHINSON, P,E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO.70878 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. I` 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. I 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. ' I. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402A.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) AMINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLE$ PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE W DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.''/V THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD ; 0.098" DIAMETER, 1 Y4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 518" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM F PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 001 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO �+�* ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C II 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2600 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 '/:"SUSPENDED SLABS: 1 W 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE MINIMUM IN BEAMS AND COLUMNS. 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA, 11) LINTELS SHALL HAVE MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT ORTYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 100 NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. zUni a: X 0 W z W Z Z LU U •j II g .QI ! '^ I Z Z I W z m Q 0] Q O FI LLI of az�Sz zU'o O(Y In O F- W U 0 Z � M �: w Q W p Q g Y 0- O IY (_ 1,1 40 ... PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK & TIE BEAM SHEET 7 HVAC & PLUMB. SHEET 8 TRUSS LAYOUT SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 NIA SHEET 12 NIA PLAN SHEET INDEX +/-23'-1"TO RIDGE-- ----- - -- --- - --------- 12 6 1VLR.H.+/-16_2" ---- - ----- -- --- 12 6 BRG H•.'1V-1„ BR-' H "4' 4" OPENING I.D. A 0 F.F.E. 0'-0"- _ - - - � �= SCALE :1/4" =1'-0" _BRG. HT 9'-4 - - F.F.E.0-0- - - OPENING I.D. 31 SCALE: 1/4" = V-0" OPENING I.D. OPENING I.D. OPE16NNG I.D. OPENING i.D. B-1 G1 fl 11 NOTE: SAND FLOAT FINISH ONALL STUCCO BANDS d RETURNS SUCH AS WINDOWS, DOORS, GARAGE DOORS, AND ENTRY 8"STUCCO 12 6 12" SQUARE CMU COLUMN 2 (4) LOCATIONS TYPICAL --- ----------------- BRG.HT9,-4„ OPENING I.D. D AN LD. E L:fl. F.F.E. 0'-0" 1 BRG. HT. 9'-4" F.F.E. 0'-0" j4" STUCCO CORNER BANDS --F.F.E.O_-0" 12 6 SCALE: 1/4" = V-0" _ _ _ BRG. HT_9'-4" - F.F.E.O'-V CALCULATE ATTIC VENTILATION CEILING = 2796 SQUARE FEET 2796 / 150 = 18.64 REQUIRED VENTILATION 220.0 LINEAR FEET OF 6" X 22" VENTS @j 48" O.C. = 33.31 SO. FT. 12 = 23 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 23 SQUARE FEET> 18.64 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (/3 48" ON CENTER ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O OPENINGAREA INTERIORZONE Q ENDZONE(NOTE#1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 0 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF 2Q 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF Q 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF a 25 +35.3 PSF 38.3 PSF +35.3 PSF -47.0 PSF Q 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF 6 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF A 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF Q 110 N/A N/A +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-10 Lu 1-- 0 EXPOSURE 160-C BRG _HT. 9'4" FFE. T-O" REVIEWED FOR 2 6 CODE COMPLIANCE UCIE COUNTY BOCC BRG. HT 1V-1" BRIG. HT 9'-4" late :x�ai u W Y W = LL VAT O;ZOS•ja O' ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 U �00 U) MCI) Y_!C.0 0 W ® WU� LLJ J W f)- U) vow x CL LO LL ry ! Ld M w � . Q of O LL LLT U n� li J LIJ cn cn d J E m U) IL go cn CD N a SHEET ELEVATIONS PAGE MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR, DATE 11/10/2020 SCALE AS NOTED 9 SHEET NO. 03 n OF 10 SHE X`\LIGHT 1 � FAN' I 3 V III SD/CO I I u FAN/ I co' I'LIGHT ' c� XTOP W HOOD / 4'-0' 9 , a I , 4' WH O , / < 0 NAHU. .' I r y ® � TTIC ACCESS � 200 AMP \ ELEC. METER ' SERVICE PANEL - - - UTILITY SLAB SPP 1 \ ` �------ — ------- — ------ ----------------------- 4 �A. COND. \ J /\ , \ / 46 NMI M ----------- -------------- ELECTRICAL PLAN - --------- \ SCALE: 1/4"= 1'--0" ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET (P 3-WAY SWITCH $s SD/CO DETECTOR ®D GFI 4-WAY SWITCH $4 EXHAUST FAN FLUORESCENT LIGHT DIMMERSWITCH $D DOOR CHIMES PUSH BUTTON (] ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/G I SERVICE PANEL 110V OUTLET 220V OUTLET (p (F SERVICE METER LIGHT FIXTURE F__l / \ \J CEILING FAN 4-PLEX OUTLET 9 WALL MOUNTED x SWITCHED OUTLET P LIGHT FIXTURE ' LIGHT FIXTURE /P\ SPECIAL PURPOSE 8 w/PULL SWITCH \ J CEILING FAN WLIGHT JUNCTION BOX O RECESSED LIGHT A/C DISCONNECT 1:p VAPOR PROOF O PHONE OUTLET RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET DISK LIGHT `Dj SCONCE PREWIRE NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC I 1 1854 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5562 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRYCIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL :_ 40762 VA FIRST 10 KW @ 100% 10000 REMAINDER Cat 40% 12304.8 TOTAL: 22304.8 A/C HEAT (02 100% 10000 TOTAL: 32304.8 VA 32304.8 = 134.6033AMPS USE 200 AMP SERVICE. ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2)AMINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONEDAND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 3 # 3/0 IN 2" C LECT. SERVICE "EP" O200 120/ M 2 1a MBR 200A MLO # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE 3 # 3/0, # 6, 2" C REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISION REVISION O = CO 0 W O Y Cf W = LL ",p,Pp I�Ilblry,/,/ 70g78 0 ' L OR�.� ENGINEER BENCHMARK ENGINEERING 13OWDOIN G. HUTCHINSON, P.E. REG. # 70878 v! w 0 m INN M I Z QJT- J O IY _ w O w LLj C�,)/ JW0 LL 0 �aX W co O 0. L0U- Of 0. I i v / W qqT co I— Iq d' CM W O'� O U_ ,_ r� W ~ U H d � o J Vw � J a U) OO N �� CL SHEET ELECTRICAL PLAN MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 12/14/2020 SCALE AS NOTED SHEET NO. 04 1 OF 10 SHEETSI FOOTING F-9 III — —- I I q I I I I M 1 I ® TO N-9" I iN 1 yn r n I I I LL I NOTE: I RUN ELECTRIC I ° TO ISLAND eap L J m ; io ® - — — — — — — — — — — — — — — — - `— — 7 — — — — — — — — — — — — — — — ® BEARIN WALL i H L=1 O LL i CHASE ' BY PLUMBER I I O I I V I I I I i FPL METER ® a '' 17'-5%' L a I I or UTILITY SLAB C? m I I H F-10 N RECESS SLAB 3-1/2" ICI BELOW FINISH FLOOR ------------------------------" I 1 I i CURB HEIGHT VARIES F$ A- COW. ; AROUND EDGE FTG ; T-V m m ^� W O 5-4- 4'-0" FOOTING F-9 -------- - - - - -- --- 5'•4" a 4" THICK (2500 PSI) CONCRETE SLAB O I LL w/ FIBERMESH OR 6"/ 6" 10/10 W WM IL r I OVER VAPOR BARRIER ON CLEAN I COMPACTED CHEMICALLY TREATED FILL F-6 G T-2" I I I RECESS SLAB 3.1/2" I Q. BELOW FINISH FLOOR N � G I 4W T-2" I I 1 I 3-1?STEP I I m C) lim I I I 1 I I I F-9 I I G a I I 4" THICK (2500 PSI) CONCRETE •Ag I w/ FIBERMESH OR 6"/ 6" 10/10 W E I OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLYTREATE FILL I( I ■ TOP OF SLAB 0 'v F-1 ' i 11 LL G r `o -' ------ ® F-1 Ao ; ; IN w 1(v� ran ---------------Y I-- Elm 11,,E�9'-1'R9'-11W, ISI I I I I I F 8 I— G ■ I IHI THICKENED EDGES I TILED SHOWER-1 ECE (RSS 3-1/2') I I h D�A �■ FZLAV I I I' 1e%, I I a ? \ F-9 I G lmm1 #�00��El LL LL I LL C) II Z II #5 REBAR 0 M 4„ CONCRETE SLAB F. FLOOR FINISH GRADE - - - f m 16" „ (2)# 3MINIMUM COVERMMIMUMOUS, 04 F1 BEARING FOOTI SCALE: 1/2'° = 1'-0" #5 REBAR Q N Z 7-5/8" CURB C I) co CONCRETE SLAB -62 FINISH GRADE 4" ,n ----- Z _,_ CONCRET fV (2) # 5 MINIMUM CONTINUOUS, =� 16" 3" COVER MIMIMUM. n 4" CURE ,SECTION F3SCALE: 4 1/2" = 1'-O" BEND # 5 BAR INTO GRADE - # 5 REBAR WITH 30" MIN. LAP SPLICE 1115 VERT. REBAR IN (30W PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) r W X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH B" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE ff FINISH GRADE ('SEE ELEVATION PLAN-) (2500 PSI) CONCRETE SPREAD FOOTING �E T-I- (2) # 5 BARS CONTINUOUS 1 s^ TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE RI I CELL (SEE FOUNDATION PLAN FOR LOCATIONS) # 5 CONTINUOUS 4" THICK CONC. SLAB STUCCO FINISH w/ 8" X 8" 10/10 W.W.F. 8" X r FHA BLOCK WITH (1) # 5 BAR CONTINUOUS .� L —�. 8"X 8"X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE N (25W PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16' TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" III#5 REBAR M CONCRETE SLAB l M F. FLOOR - - (2) # 5 MINIMUM CONTINUOUS, 16" 4' 3" COVER MIMIMUM. (,,-:,6-)�..EXTERIOR STEP SCALE: 1/2" = 1'-0" I" SHOWER REBAR CURB VARIES FINISH FI-COR =III=11P m=m_m_m_In—m=lTioiii= - II�III_I :III=III_IIILEI IIILA I I [H I II=IIILA I I 11 III-111• I —Ills — — _ II —III —I ;�!—III s M ITI_ne_eM_nlBm= •r II_III_111=111=II1�---- I(2) # 5 MINIMUM CONTINUO COVER SHOWER/CURB/RECESS SCALE: 1/2" = 1'-0" FINISHED FLOOR, ) I f ?f ry, j 16„ INTERIOR BRG. FTG. r� SCALE: 1/2" = 1'-0" REVIEWED f-U CODE COMPLIANCI ST. LUCIE COUNT"t' BOCC REVISION REVISION z s s m t~t W w Y K U 2 a U `,eceeeP tanrpryr • ,gyp 18 N � S E OF is •. P ; ENtsIN51t'R BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 I, CM 0 VJ M J ® LL. ® W O/ ;WU) �W0 a X I�CJ\\ 'U^) r � Ill � L.1— o '02- k" I�u a LA Nt ems,® 00 co LLJ O Wse. U LL J w cn i— n 'e33e35 {.^V� L 01.0 i SHEET FOUNDATION PLAN MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 12/14/2020 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS N in H x Lu U a q z Z `r° • ti 7 5/8" ACTUAL 8" NOMINAL WIDTH FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR C.M.U. GROUT FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5@ BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR @ TOP TYPE DESIGNATION uo 8F28 8F 4 8F20 8F16 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIF%t) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OFBEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 1O 16070 OHG DOOR 192" X 84" 84" 9'4" 17'4" 8F28-lB/lT 1849 250 754 150 SH-25 37" X 63" 81" 11'-1" 4'-0" 8F8-0B/lT 2561 100 1363 100 2A FIXED GLASS TRANSOM 3T' X 20" 109" 11'-1" 4'-0" 8F24-1 B/l T 8974 600 4853 350 O3 SH-25 37" X 63" 81" 11'-1" 4'4" 8F8-0B/lT 2561 100 1363 100 O FIXED GLASS 37" X 20" 109" 11'-1" 4'-0" 8F24-1B/lT 8974 6D0 4853 350 TRANSOM ® (2) 3080 OUT SWING DOOR 78" X 98" 99" 11'-1" 7'-6" 8F34-1 B/l T 6472 600 3508 300 O SH-23 37"X38-1/4" 96" 9'4" 4'-0" 8F16-lB/1T 6113 1500 3079 950 © SH-H33 27-1/2" X 38-1/4" 96" 9'4" T-6" 8F16-lB/1T 6113 200 3547 150 O7 SH-H35 27-1/2" X 63-1/4" 96" 9'4" T-6" 8F16-lB/1T 6113 200 3547 150 ® SH-H35 27-1/2" X 63-1/4" 96" 9'4" 3'-6" 8F16-lB/lT 6113 200 3547 150 0 6080 OUT SWING DOOR 78" X 96" 99" g _q T-6" (R) SRF22-1 B/1T 5743 2100 2442 1400 to 6080 78" X 96" 99" 9-4- T-6"(R) SRF22-1B/1T 5743 850 2442 400 OUT SWING DOOR 11 SH-24 37"X50-5/8" 96" 9-4" 4'-0" 8F24-lB/lT 8974 600 4853 350 t2 SH-24 37" X 50-5/8" 96" g--q" 4'-0" 8F24-1B/lT 8974 250 4853 150 t3 SH-25 37"X63" 96" 9'-4" 4'4" 8F16-lB/lT 6113 250 3079 150 to SH-25 37" X 63" 96" 9'4' 4'-0" BF16-1B/1T 6113 250 3079 150 15 SH-H33 27-1/2" X 38-1/4" 96" 9'4" T-6" 8F16-1811T 6113 250 3547 150 is OPENING AT COVERED ENTRY 96" 2'-10" 8F16-113/1T 6113 250 4460 150 TOPPOF BEAM n OPENING AT COVERED ENTRY 96" 11OF'-1BEAM" 11'4" 8F16-lB/1T 1366 200 798 150 TOP t8 OPENING AT COVERED ENTRY 96" T-10" 8F16-lB/lT 6113 100 4460 100 TOP OF BETOPBEAM is OPENING AT COVERED ENTRY 96" 11'-1" T-6" 8F16-lB/lT 2661 250 1634 150 TOP OF BEAM 20 OPENING AT COVERED ENTRY 96" 11'-1" T-6" 8F16-1B/1T 2661 200 1634 150 TOP OF BEAM 21 OPENING AT COVERED PORCH 96" 9-4 13'4 8F16-lB/lT 1075 300 606 200 TOP OF BEAM 22 OPENING AT COVERED PORCH 96" W-4" 14'-0" 8F16-lB/lT 1002 300 559 200 TOP OF BEAM 23 OPENING AT COVERED PORCH 96" 12'-0" 8F16-1B/lT 1254 250 723 150 ToPoFBEAM REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BQCC REVISION REVISION O = Y GO c~i °w Y C1 d x aw e� 0 TA OF 9�'' ..LOR,.• BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 uj co D�U M I Z Ye _j Oww O WvZ) JtY !1! O ® ��X W (n W OV-00 , VLL l2 A rS d DID M i Q O _I LL W U J j L H cn i O a J m s w V, J a N SHEET BLOCK & LINTEL PLAN MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 12/14/2020 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS 0 Em Jo a Performed Chris Bateman for: Collins Residence 5116 Silver Oaks Dr. Fork Pierce, FL 34983 Level 1 a ;-Kitchen 101 Cirri S8x8 9 Ch Great Room Air Calm, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com EN IM p;1 IN Scale:1 : 96 Page 1 Right Suite® Universal 2019 19.021 RSU29066 2020-Nov 1212.44:46 ...5116 Silver Oaks Dr PSL Prop.rup PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEI VE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THANI'/a" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. PLUMBING RISER NO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUI BOCC m W Y tl _ IL v 3l0 t7 ': z BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, RE REG. # 70878 W 00 ® qt U M s Z < ON � W T-- P LLJ 0w L.L 0 >wU) J O Fnn- — X '® T- W U )LL SHEET HVAC PLAN MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 1211412020 SCALE AS NOTED SHEET NO. 07 I OF 10 SHEulrs Q Hatch LePrid TRUSS END DETAIL 12 PLUMB CUT OVERHANG 67 4-V "' HEEL HEIGHT TRUSS CONNECTOR SCHEDULE CONTRACTOR: PSL PROPERTIES OWNER: COLLINS RES. I TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. I� TRUSS MFGR: BUILDERS FIRST SOURCE 2) CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND LAYOUT DATE: 121 G412020 DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS t� 1 - CUT SHEET DATE: 12 / 07 / 2020 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN B4 1ST 1797 (1) HETA20 1810 (8) 16d _ B4 2ND 1818 (2) HETA20 2500 (12) 16d 1ST 2888 (1)MGT 3965 (22)10d&(1)5/8"A.B. D1 4171 (1)HDU4 4565 (10)SDS 1/4"X2-112"&(1)5/8"A.B. 01 2ND ___ggnp°jj G6 1ST 1069 1 HETA 20 1810 9 10dX 1-1/2" 1 G6 2ND 1536 (2) MTS 16 2000 (14)10d X 1-1/2" --_� GABLE ENDS CONT. 267#PLF; ,�. OHETA 20 1810 (9)10dX 1-1/2" SEE "GABLE END DETAIL" k' 1 RTRAPAT EACH END AND 48" O.C. VALLEYS CANT ... 100#PLF O MTS 16 1000 14 10d X 1-1/2" 1 STRAP AT EACH END AND 24" O.C. ALL OTHF128 AT CBS EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING ALL OTHI Its EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING AT FRAME BEARING NOTE_ FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE-SIMPSON- HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR annMr%Kl Al TRI LCS CnNNFCTOR OPTIONS O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" 70 SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. �2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O(1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. REVIEWED FOv CODE COMPLIANCL ST. LUCIE COUNTY BOCC REVISION REVISION z m F W C1 Y O tr U x a t) o, unmmni,�„ NO. os7a 7S A [OF LOR. .. ENGIfNE'Ei�" BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 6! J ®�U 0) U) MCI Z J �0W w Q 0 ry a w > w Uo )CL X ui ~w ®^ �O E�L/ Lo LL I..L_ V j co m d e� Q i d c' (Y IL o J �te LL j U J R v, I 0- P U) a 0 N s " � SHEET TRUSS LAYOUT PAGE MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 12/14/2020 _SC E AS NOTED SHEET NO. ®8 OF 10 SHEETS C7 Z_ Z LU d of O ti 16" X 3" TAPCONS @ 12" O.C. (TYPICAL) /2" REDHEADS W/ 2" DIA. X 1/8" WASHER L) T) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-O' X 8'-0" & 9'4- X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD W/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) BATT INSULATION[ —TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING NO SCALE 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL �RUNNER w/ TAPCONS OR CUT @ 2' 0" O.C. (10d NAILS FOR WOOD FILOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE n F/ EAVE k ROOF SHEATHING NAILING ZONE 1/2" DRYWALL (WALLS & CEILINGS) 1/4" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2" REDHEADS @ 24" O.C. R-11 INSULATION NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS. MONK SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"XT2" YP HEADER w/FLITCH PLATE GLUED & NAILED w/10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS. 2"X4" STUDS @ 16-O.C. SPH-4 TOP & BOTTOM EACH STUD P.T. 2"X4" BOTTOM PLATE w/ 1/2" DIA. X 12" A.B. @ 24" O.C. OR 518" DIA. X 6" REDHEADS @ 24" O.C. W/ HURRICANE WASHERS. MONOLITHIC FOOTING wl (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (2) OR (3) #5 VERTICAL REBAR TIED TO DOWEL 12 6 8" X 8" BEAM BLOCK W/(l) #5 BAR CONT. IN (3000 PSI) CONC. FILLED CELLS. EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) 1115 BAR FILLED W/ 3000 PSI CONCRETE & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) OR (3) # 5 VERTICAL DOWELS TEXTURED STUCCO FINISH 16" X 16" X 8" CONCRETE BLOCK COLUMN w/ 30" LAP SPLICE OR FROM FOOTER 8" X 16" CONC. BLOCKK COLUMN FOUNDATION PLAN 1 (SEE FOR SIZE & SPACING CORL NCRETE SLAB PER FOUNDATION PLAN FOOTING F-1 [ I Fri I PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE CORNER BAR # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN CO FILLED CELL CONTINUOUS w TO FOOTINGS. Q CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE 6 2XPT BLOCKING @ COLUMN ll'-l" FROM _ FINISHED FLOOR EXTERIOR CEILING TO BE STUCCO OVER WIRELATH W/ 11 GA. 2' NAILS w/ 318" DIA. HEAD @ 6" O.C. OVER 3/8' METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) STUCCO FINISH- 18" X 16" PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. 0 SOFFIT PER DETAIL 8" X 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/(1)#5 BAR FOR FILLED - /3000 PSI CONCRETE W/ENINGS 3000 12" X 12" BLOCK COLUMN .. w/ (4) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH '�I 1 (4)#5 DOWEL w/ 30' MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) 1-_,: ; Li .. FOOTING PER PLAN REVIIEwizu , CODE COMPE.IA C ST. LUCIE COUNT, 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3)16d NAILS (TYPICAL) 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA W/ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" Q.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. CEILING PER PLAN GABLE END TRUSS 2"X4" SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12" O.C. @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" 4 TRUSS BACK HETA20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. REVISION REVISION m C Y U a a 0 NSF 70 $ `o.. S4 EI '44 O�OP'��� E4GlNttR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 VJ �i a0 D0)0 CM I z Q J CO J O LL r ow Ill ry TWO 0Z) U) `r°�w L0Oolf O ILL co W 'IT Co 1 � M w Q EL O O'� V n� li i w ~ U 0 J 0 J F. V) J /L ON N n 6.� SHEET DETAILS PAGE MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 12/14/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS ■ CMU W/ (SEE WP CORRO. PER V APPLY PE BETWEE (SEE Vr FILLED CELLAT JAMB BLOCK (TYPICAL) I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3/4" 1-3/8" FBI NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 DI R FILLED CELLAT JAMB BLOCK (TYPICAL) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 10X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) ERIOR DOOR BI NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL AIL FILLED CELL AT JAMB BLOCK (TYPICAL) l" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P. T. RIPPED DOWN TO 2 X 4-118" P. T. w/ 3116" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/# 10SCREWS, PER PRODUCTAPPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" G.M.U. 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BEAPPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THEAPPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIORTO WINDOW I DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REV1EWEi7 FUH CODE COMPLIANCE ST. LUCIE COUNTY BOCK REVISION REVISION z m �t w W Y w d S y r uuunu, •\GENS� . / r '• No. oII78II � A�OF �(J• ''-, • FL ,OF ..... EN"fir it BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Lu �rn ® d" U M I Z Q-i(o J ® � O WVZ) LLI FnIL 0 (n CL (n co W r Lo 0. u- LL rn w / W H M {.ice Q O L- LLJ U n� i lLi J yI i cn J � m a 1 U) O� N n I..i� SHEET DETAILS PAGE MODEL KEY WEST CUSTOM DRAWN MARK MONTALTO JR DATE 12/14/2020 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS D2� " .. 1Q' 1.' CL,'A[G „ D 1� �r • 11 li N NN N N{N N TV N'• N• 101 11 �. �.. i j•'. 1 n 1 n 1 n E1 0 2 0 0 ER z:�r .asn acnmon,� 1 11 1 11 ,'' ,•• 1 „i' \. •1 t, 1 11 ••�. 1 ' 11• 1 ` 1, b •r 11 ••�•• 11 ,•. •1� r •,. 'll ' 1, 1 •11. r \ / 0 0 �.. .�: o• o a� a a. a fl EJ7 ,,, U U r U 7) : U U• U GF. Qto ESr7 a .. : ::• �. J7 .tea ¢ •.°a, .a / \ / z >\ EJ7 ER DRYER VENT ' " �c7' / \\ LL / , M r k, I EJ7 O Y .•.,.� uO EJ7 ¢jr / . r Ln ER ......, EJ7 .. _ AHU'I I _ 1 • 11 711 \ 1 is 4 Z cs j 181411 - 3 '• � / RO _ 1 o 9'-4" CLNG 5 _ ` K5 I .t O • Ill .......;�I ,.-:,�/u/��//,; :,� !sue ., •. �• rZA N IN .�N N N _.. ..'•..'• '• a .��� EJ7..... �� � •K4: 1.•� 6 : fi� CD CJ'5 • 11' 11 CJ3n , o 11.1'11 CL LUS2, ' s CA 0J3In � o US2 � fV ..••`� K 6 - 00 -ffI c— M In U U J J �. J - - K6 _. 1 n. 7 0 III 211 2 11' 2�, N 819 1/4" - i - - --- _ N 191 p1f O u.: 181 10 11 3/8 _ 111411 9' 1 1/41' 13' 10 3/ 4 81 5311 211 I _