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HomeMy WebLinkAboutBuilding PlansPORT ST LUCIE E T h ;. 2401 SW MONTEREY LANE, POSED STILLER RESIDENCE LOT-6 OULLOTTI DR. PORT ST LUCE, FL. 34952 2.e �,PLANN} #. r x G A' PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRICTION OFFICE: (772) 249-0089 -' WWW.PORTS TLUC/ECUS Z-77P ERTIES.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED STILLER RES. OCCUPANCYTYPE: R STREETADDRESS : LOT-6 GULLOTTI ST., PORT ST LUCIE FL 34952 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 THE APPLICABLE 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 LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2017 EDITION WITH: X SUPPLEMENTS AND ASCE 7 -10 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: 14.6' ROOF PITCH: 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT .@ 10'MRH) ZONE 1: + 19.3 ZONE 2: + 19.3 ZONE 3: + 19.3 ZONE 4: + 33.6 ZONE 5: + 33,6 GARAGE: + 28.2 -30.7 -51.9 -76.2 -36.4 -44.9 -31.5 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 FENCE: NIA PSF RAILING • NIA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. ISACONTINUOUS LOAD PATH PROVIDED: X_ YES (NOTAPPLICABLE 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 DESIGN FIRM : BENCHMARK ENGINEERING DATE: ADDRESS: 806 DELAWAREAVE- FORT PIERCE FLORIDA FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS & Well #5 9 70 Date: S z/ 20 Reviewer ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEWAFFIDAWT BUILDING PERMIT NUMBER: OWNERS NAME: JOSH STILLER APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER NUMBER 1 PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT .1MODEL WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 185 SH FL#17499.1 IMPACT s/1s"x1-1/ATT1 EMBEDWO.C. TAPCONS AT 2" / 16" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A MULLIONS N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A NIA N/A DOOR-D SEE ELEVATIONS +/- 67 THERMA-TRU SMOOTH STAR FL # 20468.1 N/A 1/4" X 1.1/4" MIN. EMBED TAPCONS AT " 14' DOOR-K SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.10 IMPACT 1/4" X 1-114" MIN. EMBED TAPCONS DOOR-G SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.9 IMPACT 1/4" x 1-1/4" MIN. EMBED TAPCONS AT 8" / 14' O.C. DOOR-B SEE ELEVATIONS + 50.0 THERM TRU SMOOTH STAR FL # 20468.5 IMPACT 1/4" X 1-114" MIN. EMBED TAPCONS ATS'/14.5"O.C. GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 NOA # 18-0301.07 NIA 5 16' X 1.(O MIN. EMBED LAG SCREWS ONE PER BRACKET) HURRICANE PROTECTION NIA N/A N/A NIA N/A N/A N/A ROOF VENTILATION NIA N/A N/A N/A N/A N/A N/A ROOFING MATERIALS 76.2 108.5 GULF COAST SUPPLY AND MANUFACTURING 5-V CRIMP METAL ROOF FL # 1165112 , N/A PANEL FASTENER #9-15X 1-1/2" WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, 1/4" MINIMUM PENTRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANELAT1r SLOPPARALLEL AANNDs oc uLP�ERIMETEROFROOF 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: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO. 70878 VIEWED FOR CODE COMPLIANCE ST. L CIE COUNTY RocC4*6 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. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 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 2017 ENERGY CONSERVATION RESIDENTIAL. 2)ATTICACCESS 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. 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 R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. V 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED _ O TO BE HIGH-EFFACY LAMPS) S CD 3) RECESSED LIGHTING SHALL BE SEALED TO L IMITAIR 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 INTERRUF>TER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OFANY 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. ADDITIONAL NOTES 1) INTERIOR TO BE AV DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN, %" THICK WITH (13 GAGE, 1 3/8' LONG, 19/64" HEAD ; 0-098" D! ;METER, 1 Y." LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086' DIAMETER, 1 5/8" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR RAILS AND 12" O.C. FOR SCREWS. 3) WALLSAT 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' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWERAREAS. (PER FRC 702.4.1 & FRC 702A.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, 5) WALLAND CEILING FINISHES SHALL HAVE 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 PLASTIC INSULATION MATERI ALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALSAND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 981, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 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 ki ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX s NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 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 AMINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 W'SUSPENDED SLABS: 1 '/a" 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. S) 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 W O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA, 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" 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 OR TYVAK BUILDING WRAP) OVER 19/32" COX PLYWOOD WITH 10D 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. 11 z0 1W- O w O lu O �64113 4 N O ZLU £ 0 w Y !L .Q tL W Z j g LU Uj OF ai ' SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 SLOCIG PLAN SHEET 7 I-IVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 s? SHEET 12 1 PLAN SHEET k INDEX 20'-3" 0 SH-26 / EGRESS SH-22I TEMP. r-- 12-4" --- - - - - TILED\ / -� SHOWEF�\ o in // I I I I WC 1 I I I I Q m " MASTER SUITE i 9'-4"FLAT CEILING `r I 10' 4"COFFER CEILING I I I 80 I �� m N I I I I I -ovi 1 12868 2868 L _ — _ _ _ _ _ _ _ — J 3080 (1)1 IMPACT 0 2868PKT = VfR G h• 2668/BF 3 6•-w/"" WARDROBE WARDROBE Dm�" � fn LOCATION 'A'�HEft ■ LOCATION ROD & SHELF UTILITY ROD & SHELF Al mk 5068/BF wH itIIAHUi li It W mD ■ 0 /�'.�� Lam= — 2—5J,_6„ W O.C. STEEL PROTECTION POST SULATEw/R-11 yam= ----------� FPL METER ' 22"X 54'ATTICACC. w 200 AMP ' ' PULL DN. STAIRS O - - - - - - - - - ELECT. i"AEL! ! y I _ 2666SCw UTILITY PAD GARAGE o AIC COND. 9'-4"FLAT CEILING w (A.F..F..) _ 0 9 20 MIN. 9L4 N FIRE RATED 4" w/SELF CLOSE HINGE FOYER ■ 9'4"FLAT CEI I I 3080SC EGF w/12" (SL) IN iD LU °D � fp i W i ■. S-1/2" STEP ■ W LU OL "ry U- LL 3� v o� KpO 6 O ,TNT TN ■ I - 160801 OHGD 0 FLOOR PLAN SCALE: 1/4" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 2155 SQ. FT. 2 CAR GARAGE: 407.0 SQ. FT. FRONT ENTRY: 94.0 SQ. FT. REAR PORCH: 141.0 SQ. FT. TOTAL FOOTPRINT: 2797.0 SQ. FT. SCALE: 1/4" = V-0" 17'-7" TRUSSED ROOF PORCH 9'-1"FLAT CEILING LIVING / DINING AREAS CEILING 9'-4"FLAT CEILING 36" HIGH COUNTER i DW KITCHEN O CEILING 9'-4- FLAT CEILING _ n OO LU REF. o w � ' , 1P'-5Y4" _ ■ 11 m SH-35 / COL. 2868SC © COVERED ENTRY O N CEILING 11'-1"FLAT CEILING R a d �� - - - - - - - - - - - - - - - 17 X 17 CMU COLUMN (3 LOCATIONS) 17'-7" 9 SH-26I EGRESS BEDROOM # 3 Y 9-4"FLAT CEILING 50681 BIFOLD CLOSET 4 10'-10" I HB SH-26 / EI BEDROOM #4 9' 4"FLAT CEILING 50681 BIFOLD CLOSET 151_611 cede HALLWAY �, \ CEILING 94"FLAT CEILING 30681 BF - - BATH m ��. wC -------- --- -• - ) DW WETBAR v TUB SHOV CLOSET 30W / BF LL w FAMILY ROOM CEILING 9'-4" FLAT CEILING 0 o 3 8" 2668 10'-4" PAN. v ROD & SHELF LL � o V (p N N U � BATH m � � O V °o o e TILED Jill■ SHOWER ILL Oil N, \/ O Ip M 2'-11Y." 2468PKT ro b ROD & SHELF N fV ,------__- ■ I I — _ 22'X3V I i ATTICACC. MASTER SUITE 2 I - LL 9=4" FLAT CEILING-0" w 10'-4" COFFER CEILING o 13'-7'/." p' K 2'-0" _I WARDROBE L— — _ _ _ _ _ _ _ — — J 0 N ROD & SHELF SH-35 (EGRESS) 22'-2" 8'-6" a z s z U i4D PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) 5-V CRIMP METAL ROOF OVER 30 # ROOFING FELT CONT GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED 112"O.H. oleo SPRUCE FASCIA NON -VENTED o lea STUCCO SOFFIT (SEE DETAIL) oio STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK Ca 4' o'Iv c IN 3000 PSI CONC. Ip° 1k VERTICAL DOWELS 9 ° w/ 30" LAP SPLICE = FROM FOOTER r SEE FOUNDATION PLAN 1 i�lo l FOR SIZE & SPACING J II °_ 11" ° 0' On TOP OF SLAB °II `I GRADE 4" c I a ��-_ a ° `—ICYNENE INSULATION --- — 1/2" DRYWALL @ CEILING (TYPICAL) euV-LE_ 8" X 8" X 16" BEAM BLK. W/ (Z) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8 PRECAST LINTELS O W/ (1) # 5 BAR FOR ALL 0 DOOR AND WINDOW OPENINGS LJL & FILLED W/ 3000 PSI CONCRETE ❑ w VX 2" P.T. FURRING STRIPS -00) U) @ 16" O.C. WITH FI-FOIL z INSULATION � 1/2" DRYWALL 0 (TYPICAL) LL 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE NON -VENTED SOFFIT �TUCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH SOFFIT DETAIL A/C & GARAGE (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) NO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY REVISION REVISION C z �i w W Y V d ILI = Q� NSF' 70 O 0 Z .•� AEOF �'•.• a ��P p� . L OR,.• •'�� ,. C YIMe'GR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 VJ W�/ 0. > N 0) W J_ o J LL F— 0 W 0 J W 0 QFL w 0- 0 J 0 �O�/ 0" CL V) 0) U') C) WqtT 0 W J LL LL O0 J I..L � lIll— W of O a CU LL J W ct rn M / W ZZ >G O N SHEET FLOOR PLAN PAGE MODEL MAUI COST. -- DRAWN A9ARK MONTALTO JR DATE 12/27/2019 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS r0 ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENINGAREA ZL INTERIOR ZONE A END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Q 10 +33.6 PSF -36.4 PSF +33.6 PSF -44.9 PSF 0 15 +33.5 PSF -36.3 PSF +33.5 PSF -44.8 PSF Q 20 +33.4 PSF -36.2 PSF +33.4 PSF -44.6 PSF a 25 +33.3 PSF -36.1 PSF +33.3 PSF -44.4 PSF 5 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF �s 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF Q 16 X 7 OHD +28.2 PSF 1. DESIGN PRESSURES PER ASCE 7-10 -31.5 PSF Cd z EXPOSURE 160-C REVISION REVISION z m � w Y V 47 a = Pprp01 filpprrr S 0 P EN'G.fflE"t�R BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 SHEET ELEVATIONS PAGE MODEL MAUI COST. DRAWN MARK MONTALTO JR DATE 12/27/2019 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS ■M — — — — — — — — — — i I I 1 \ \ I 1 I I �I I / I I I I ®D I I L - - _ _ _yL_ _ _ _ _ J VTR U U 1 � WH';> (j U ■ : ` o � �ANU 3" O.C. STEEL PROTECTION POST FPL METER 200AMP ATTICACC.� - ELECT. PANEL; _■ `-------------� ------- — — -----------------------------------^ 220V-@ WP/GFI LL I I I W I I I I ■ AI I I I I I I � fL a I � \J �, ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT T� GFI OUTLET 3-WAY SWITCH $3 SD/CO DETECTOR ®D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $p DOOR CHIMES poa9 PUSH BUTTON ® ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/G I SERVICE PANEL 110V OUTLET 220V OUTLET SERVICE METER LIGHT FIXTURE r \ \ J CEILING FAN 4-PLEX OUTLET µppp g7 WALL MOUNTED /%\r x SWITCHED OUTLET LIGHT FIXTURE \ J� SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH r \ \PJ CEILING FAN w/LIGHT JUNCTION BOX J❑ RECESSED LIGHT A/C DISCONNECT �' VAPOR PROOF �y x PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET G E. FAN LIGHT 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 NFPA72 69 97ldi: a a 36" HIGH COUNTER wl GFI I I SD/CO \ dt 3 w 6F1--- -pW- " i i \ \I 1 220V ! pi- 3: 1s L m ATTICACC. WC , z i' I 200 M 2 MBR 3/0, # 4, 2' "EP" 20/2401 1ffi 200A MLO # 4 CU GROUND TIED —TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE -UG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C ELECTRICAL RISER / DIST. NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 112155 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 6465 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 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: 41665 VA ) FIRST 10 KW (cb 100% 10000 REMAINDER Ca140% 12666 TOTAL: 22666 A/C HEAT a 100% 10000 TOTAL: 32666 VA I' 32666 = 136.1 AMPS USE 200AMP SERVICE. 240 3 ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2)A MINIMUM 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 ARG-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 FORALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72' OF EDGE OFANY 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. :ODE COMPLIANCE ST. LUCIE COUNTY REVISION REVISION i m 0 Y c3 w a = c3 140. =.2 i 0 ; = ` 9 FLOR1�' BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 v / OC J N 0) W a M J F- -J L.L O w C) Z) J W CO O Q J � O V) M U7 09 W M cr W LL L 0 J LL I- W a. Uw J J } F— w W �n V / Z :+ O T_ li C) (V SHEET ELECTRICAL PAGE MODEL MAUI OUST. DRAWN MARK MONTALTO JR DATE 01 /24/2020 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS N� WQd ohm U jpit ^ww MOm 2CC $ Wa YW5 Umw LL O V "2 20'-3" I I I I I:• LL � LL � FT o WC-,.•, LL ri .e I 119'-6%r" FOOTER REF. I I BRG. WALL REF. ' FT9 8'-5" LL ` " FOUNDATION PLAN SCALE: 1/4" = V-0" 20'-3" 60'-0" 17'-7" 4" THICK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN )IMPACTED CHEMICALLY TREATED FILL 8" 4'-6" 4-4- u 3 7 w\ y 3 WN4" 3 LL LL 0'-0" •� SUB 3.1W VISH FLOOR TOP OF SLAB ro a f Z'aT w� T-11" 22'-2" 10'-1 3'-10" T-4" F34' 3'-10, LL F m U' LL LL F4 FT o-o TOP OF SLAB 4" THICK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"16" 10/10 W WM OVER VAPOR BARRIER ON CLEAN DW \ COMPACTED CHEMICALLY TREATED FILL r 1Tx 12' CMU COLUMN (3 LOCATIONS) 4'-2" 22'-2r u FLLAlUm�V WCOVFR t (2)#6 RESAR CONT3" MINIMUM CONC. � INTERIOR BRG. FTG. (NO STEP) , r' TA / �/ SCALE: 1/2" = 1'-0" M (2) # 5 REBAR CONTINL 3" MINIMUM COMIC. CO' F5 INTERIOR BRG. FTG. (STEP) SCALE: 1/2" = V-0" BEND # 5 BAR INTO SLAB +/- 4' # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) # 5 CONTINU S 4" THICK CONC. SLAB STUCCO FINISH w/ 6" X 6" 10/10 F. 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS to w 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PSI) CONCRETE SPREAD FOOTING 11!i (2) # 5 BARS CONTINUOUS �--# 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) -W X W FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH 84X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ('SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING { '9 •"� • (2) # 5 BARS CONTINUOUS a 16° 16 "w TYPICAL STEM WALL FOOTING DETAIL F9 TYPICAL STEM WALL FOOTING DETAIL a SCALE: 1/2" = 1' 0" �� SCALE: 1 /2" = V-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY REVISION O = m IF. G W Y lu IL = u ••1••pp U3uu urrryrryi O T7 .� OFf-LLr Cj�� 09 FLSR I ENr `'y�•EER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 54� e N 0) CID J J_ H LL �— OJ LLI j U J 0 w coFL O 0� O 10, ^ r cM Lo cn � K L V M Q ry LL. OWL LL LLI O00-0 J U) U a LLI i III W Z CL O N SHEET FOUNDATION PAGE MODEL MAUI COST. DRAWN MARK MONTALTO JR DATE 01 /27/2020 SCALE AS NOTED SHEET NO. 05 OF 10 SHE C = } f0 to W w Y � U = IL U n„�unun G ,, .NSA 31: I C OF 4*p � �. • \off• ENS E'�2 BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 v J w I..L N w J J H M O in U Qc�w W a o O o n LL O w n M Lo W cv H o o W LL LL OU D J W a ULL J w w ♦♦^^ vJ z Ocl) �o N SHEET HVAC PAGE MODEL MAUI COST. DRAWN MARK MONTALTO JR DATE 01 /28/2020 SCALE AS NOTED SHEET NO. 07 q OF IO SHEETS REVISION REVISION z m W Y a V = pF • ` F [ BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. ! ! REG. # 70878 1ST SRC . ST 5RG , 60' 0" 20' 3" 171711 22, 2rr 0" r 0" r 0" r 0" r 0" r 0" r 0" r 0" 0" r 0" r 0" r 0" , 0" r 0" r 0" r °rr 71011 Hatch Legend r,7� CJ1 CJ1 111.1 " A.F. F o - FIJI o CJ31 CJ3 v 12 0 Q jr bo CJ5 9 4 11 A■ F■ F N a EJ7 FN f M C15 . EJ7 C14 (� 9'-4" LNG EJ7 TRUSS END DETAIL 00 C13 FER 'CLNG EJ7 PLUMB CUT OVERHANG 12 Q 6 r lr rr C82 9r�rr LNG W EJ7 � DRYER 4-3/16" ] CV o VENT EJ7 HEEL HEIGHT a CEO Lmo J LIJ co � � EJ7 J 0 o C1 0 .. O W � Cl o AHU ON 1-0 PLATFORM EJ7 H 1' 6" W � (n EJ7 ® 0 0 a, C 9r " BR WALL EJ7 F! 0- � 9'-4" CLNG � � O Ln o C8 z EJ7 LL 0 C EJ7 �j �- C10 EJ7 ZV2 EJ7 1ST $i2CAwl�. � + 0 CJ5 V4 EJ7 M o EJ1 1 N `Q CJ3 V3 EJ7 1 (r J 1 N N N N N H H = H H F O CJ1 1 = _ _ _ _ = B1 J r W LL m � P, � " D2 B2 L.L LLI U U U w w w W w U 0 B2 J F 18, 101, 8r 0" 11' 0' 13' 7 1/4r' ^ Co B3 L.L µ) ZND 9' 4" CLNG °' W �O g3 a BRCx. U�= W B3 �Z J 0 B4 W r�n W �/ / z v I Z 20' 3n 171711 0 3T 10" 22' 2" ?> `{ 601011 Cn ^ O L.L N r( SHEET N TRUSS LAYOUT PAGE MODEL 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4) # 9SD X 2-1/2" TO MAUI COST. s, NOTE: SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS DRAWN „1 STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX.MARK MONTALTO JR a FOR MISSED TRUSS CONNECTORS AT DATE BLOCK WALLS WITH 1175 # UPLIFT OR O2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) 01/28/2020 LESS, PROVIDE "SIMPSON" HTSM WITH I SCALE (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. O (1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 5" TITEN HD MAYBE USED IN LIEU OF AS NOTED x1 CONNECTOR AS SPECIFIED. FOR MISSED TRUSS CONNECTORS REVIEWED FOR SHEET NO. aFOR TRUSSES OR MORE, CONSULT IHENGIN ER OR CODE COMPLIANCE 08 ADDITIONAL TRUSS CONNECTOR OPTIONS `! ST. LUCIE COUNTY IBOCC10 ws, OF SHEETS rl TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 7)ALLROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER., BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR 70 VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PSL PROPERTIES OWNER: STILLER RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 01 / 10/2020 CUT -SHEET DATE: 01 ! 10 / 2020 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A17 1ST 1412 (1) HETA20 181p (8) 16d B1 1ST, 2ND 3160 (1) MGT 3965 (22)10d & (1) 5/B" A.B. B5 $ D2 CONT. 150 #PLF O HETA20 1810 (8) 16d SEE "GABLE END DETAIL" 1 STRAPAT EACH END AND 48" O.C. C16 1ST, 2ND 796 (1) HETA20 1810 (8) 16d VALLEYS CONT. 100 #PLF ()MTS 16 1000 (14) 10d X 1-1/2" � 1 STRAPAT EACH END AND 24" O.G. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING O O O O O 0 N HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 0 � CV Z 1/2" X 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER W (TYPICAL) D- O of o O fV Op 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) t` 0 ilq GARAGE FINISH FLOOR 0- to GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16'-0' 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) DAr umi" ArI^kl TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 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 NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE 9 EAVE y 3 �.X,�N 0 2 .� 2 o z .RIDGEw 2 u EAVE p X� 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 SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12" 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. @ NOTE: 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS. MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS 7L_.. r. INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE:. INTERIOR BEARING WALL WITHOUT STEP SIMILAR CORNER BAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW-) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1� NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS AT 4- O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN U) FILLED CELL CONTINUOUS W TO FOOTINGS. Q •�►rf� _.. z1 # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE (3) 16d NAILS (TYPICAL) CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ V O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK 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 GABLE END DETAIL NO SCALE 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 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" O.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. PERIMETERAND FIELD. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA 20 AT 48" O.C. WITH (9)10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. ll'-l" FROM FINISHED FLOOR 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 FRAMING MEMBER) 2XPT BLOCKING @ COLUMN STUCCO FI 12 6 PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS & FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN w/ (4) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH # 5 DOWELS w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER NG PER PLAN 12" X 12" PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVIEWED Ft ,k Rocv., REVISION REVISION d z a m I.i W w Y w a v •• SF e TZ'73. _ * STI,' F OF CORM?••' e ENGflW E . BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 w N U.) w J a J LL O W 0 ® C7 J W CO 0�/ 0L CL M ul It c) _W Elf Lu J LL LL 0 I— rt I..L F Lu 00-0 a Uw J } F W W rr�� VJ Z � L.L V ^ LL O � N SHEET DETAILS PAGE MODEL MAUI COST. DRAWN MARK MONTALTO JR DATE 01 /28/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS J� Z CMU WI (SEE WA CORROS PER V APPLY PE BETWEE (SEE W FILLED CELL AT 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 It 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. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE 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) )R DOOR BUCK DETAIL NOTE: NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: 40101 WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 1/8" CONTINUOUS FOAM INTERIORAIR - 3/4" NOTE: r _ AND WATER SEALANT PER ti ; ` .<' WATERPROOFING NOTE # 6 PRECAST CONCRETE WIND RESISTANT FLUSH 3/8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) MARBLE SILL 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 IDING G 1:3 FILLED CELL AT JAMB BLOCK (TYPICAL) 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1 " X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS aQ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. :K DETAIL MORTAR OR GROUT 1/2" DRYWALL FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS W/ MIN. 1-1/4" EMBED. Y 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 4-1/8" P.T. w/3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/tt 10 SCREWS, 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" C.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 i DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION 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 BUCKAND 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 SILL AS 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 PRIOR TO WINDOW / 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 SEALAROUND THE ENTIRE PERIMETER. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCG REVISION REVISION = m u w W K Y V a S v ✓ kp 0 73813 ; O �i m Tt , 4 ENGINER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 0 w N � w J a J_ LL. I._ o w C) C� J w CO H o �� CL aa_ O CL M Ui O w M LL p wJ LL LL O " NJ � n LIJ a C) LL J W w Z O� O N SHEET DETAILS PAGE MODEL MAUI COST. DRAWN MARK MONTALTO JR DATE 01/28/2020 SCALE AS NOTED SHEET NO. 10 OF 1 0 SHEETS