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HomeMy WebLinkAboutBuilding PlansFORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PORTSTLUCIECUSTOMPROPERTIES. COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED PEPPITONE RES. OCCUPANCY TYPE: R STREET ADDRESS : 6004 HICKORY DR., FORT PIERCE FL 34982 CONSTRUCTION TYPE: V PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, 70 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 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH: 6112 PARAPET: N/A 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 • N/'A PSF DOCK: N/A PSF DECK: NIA PSF STAIRS: NIA PSF FENCE: N/A PSF RAILING - N/A 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 PROPOSED PEPITONE RESIDENCE 6004 HICKORY DR. FT. PIERCE, FL. 34982 PLANS AND ENGINEERING BY BENCHMARK ENGINEERING FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS 0- 61031 &Well # Date: I I 19 Review r: ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEWAFFIDAWT BUILDING PERMIT NUMBER: OWNERS NAME : DAVID & DENISE PEPITONE APPLICANT. PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OFATTACHMENT WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1IMPACT 316"X 1-1I4" MIN. EMBED TAPCONS AT 2'/IVO.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 N/A N/A SLIDING GLASS DOORS SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.12 IMPACT 1I4' X 1-1/4" MIN. EMBED TAPCONS AT 6' / 14.5" O.C. FRENCH DOORS N/A GARAGE DOORS SEE ELEVATIONS + 55 / - 64 _ DAB 824 / 811 NOA # 18-0301.07 N/A 5/16" X 15/8" MIN. EMBED LAG SCREWS ONE PER BRACKET) HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A ROOF VENTILATION N/A 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 # 11651.12 WA PANEL FASTENER # 9 15 X 1-1/2" WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, 1I4" MINIMUM PENTRA710N THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANEL AT 12" TO ROOF. SLOPE AND B'O.C. ALL PERIMETER OR ROOF I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AN D 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 I 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 CONSTRL : ION PROGRESSES. 3)ALL WRITTEN DMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUC "PION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, : BC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATK,N, 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) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHF.RSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDR, G SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE: PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILI.:NG INTO THE LIVING SPACE. 3) THE BUILDING T'JERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE v.. TH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVEANAIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND 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. 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALIO HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FI aS qqE, SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUI TO BE HIGH-EFFACY LAMPS) O 3) RECESSED LIGHTING SSA. L BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND CONDITIONED 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 FOR ALL 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 OF ANY SINK. 8) CARBON MENOXILE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLFS PER NEC REQUIREMENTS. ADOITIONAL NOTES 1) INTERIOR "W SE % DRYWALL FINISH, 2) ALL INTERIO': GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8' LONG, 19/64" HEAD; 0.098" DIAME tER, 1 %" LONG, ANNULAR -RINGED; 50 COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" 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' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVEASMOKE-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 MATERIALS 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 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 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 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. i 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 Yz 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 NAIL ED 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 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" CDX PLYWOOD WITH 1OD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARIN a MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. v t' $ Z F- 5 x p r UJ = U LU LU O Z 0 a ®(.0 Z F- o Q u Ci z N LU z o w m ® A 0 W LU z J W 0 0 0 V A PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 HLOCIG PLAN SHEET 7 I-IVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 SHEET 12 PLAN SHEET INDEX W ZZ J O avv W U?m U ON m AREA TABULATION OCCUPIED A/C AREA: 1602 SQ. FT. GARAGE: 423.0 SQ. FT. FRONT ENTRY: 134.0 SQ. FT. REAR PORCH: 160.0 SQ. FT. TOTAL FOOTPRINT: 2319.0 SQ. FT. SCALE : 1/4" = 1'-0" OPTION "A" 2" X 6" PRIMED & PAINTED R/S SPRUCE VON -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" Q.C. WITH SOFFIT DETAIL A/C & GARAGE (2 LAYERS OF 15 # FELT OVER NO SCALE EACH FRAMING MEMBER) X 6" PRIMED & PAINTED IS SPRUCE x 22" SCREENED :NTS AT 48" O.C. `- STUCCO 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 FRONT & REAR PORCH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32• 4 PLY CDX PLYWOOD NOTEPROVIDE (2 ROWS) OF BEAM BLOCK . (SEE NAILING DETAIL) FOR WALL HEIGHTS OVER 8'-1" HETA20 HURRICANE ANCHORS EMBEDDED 4• INTO BEAM FOR TRUSSES 12 (PER CONN. SCHEDULE) 6 5-V CRIMP METAL ROOF OVER 30 # ROOFING FELT ICYNENE INSULATION CONT. GALV. MTL DRIP OVER (PT) 1 X 2 — 1/2" DRYWALL @ CEILING i (TYPICAL) 2" X 6" PRE -PRIMED 8' X 8" X 16" BEAM BLK. 12• O.H._ W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA 8° CONCRETE FILLED CELL NON -VENTED 18° ' PRECAST LINTELS STUCCO SOFFIT W/ (1) # 5 BAR FOR ALL 00 (SEE DETAIL) DOOR AND WINDOW OPENINGS = LL & FILLED W/ 3000 PSI CONCRETE p STUCCO FINISH w 1"X X' P.T. FURRING STRIPS c=n @ 18" O.C. WITH FI-FOIL Z VERTICAL REBAR TIED TO DOWEL INSULATION °D IL & RUNNING INTO BEAM BLOCK 2 CD4 O"&,C, IN 3000 PSI CONC. 1/2" DRYWALL 0 (TYPICAL) IL VERTICAL DOWELS II°° w/ 300 LAP SPLICE il�:: 8" CONCRETE BLOCKS FROM FOOTER 8 r SEE FOUNDATION PLAN 1 .1110 WOOD BASE BOARDS l FOR SIZE & SPACING J 1 °° 4" CONC. SLAB (MIN. 2500 PSI) 0'-0" TOP OF SLAB 8 w/ 6 X 6 10/10 WWM OR FIBERMESH GRADE TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE REVISION i REVISION O = i CO W w Y U W U Tr,. \��Q\� ENSf'•. tis+0� 1p No LL qq' t0 , C? PO ., F OF,i %SSIONAV��°\ ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 N 00 (!? 0)U W 0 M O >7 J LID LLI L' T.- z OWW O VDU) =WO o°-X IOW LL V J Lo LO O) W Of W J LL ^ I..L. L1-) OD J H n w as ULL � a J } F_ W ♦♦^^ VJ W Z O� U) O N SHEET FLOOR PLAN MODEL SUNSET KEY CUST. DRAWN MARK MONTALTO JR DATE 8/20/2019 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS +/_ 20_-1"TO COPALA RIDGE BRG_HT. 18'-2" - - - +/_ 16'-5" TO ROOF RIDGE_ BRG. HT ll'-l" 'L2 N SCALE: 1/4" = 1'-0" BRG_HT. 9_-4-4"_ _ _BRG. HT 8'-1" F.F.E. 0'-0" BRG_HT9_-4"_-_-_-f/( i-I_�_�_1_J-I_�_L_f-1�_Y' LJ _�_L I-IL_1-J-I_��L�_�_�J-�_�_�_LJ�_�_�` _-_BRG.HT9'-4" BRG_HT8,_1„ ---'�-------------------------- ____ _ __ _ _ �� _BRG. HTS'- - 1 IT - S ' T� -F.-F.E. 0,_0„ - -01 I- 1 11 •'v U I - I .-1 _L _ - _ - F.F.E. 0'-0" SCALE: 1/4" = 1'-0" BRG_HT 9'-4" BRG. HT 8'-1" - - F.F.E. 0'-0" CALCULATE ATTIC VENTILATION ENTRY CEILING = 134 SQUARE FEET 134 / 150 = 0.89 REQUIRED VENTILATION 35.0 LINEAR FEET OF 6" X 22" VENTS 0 48" O.C. = 8.021 SQ. FT / 2 = 4.0 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 4.0 SQUARE FEET> 0.89 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 0 48" ON CENTER COVERED PORCH = 160 SQUARE FEET 160 / 150 = 1.07 REQUIRED VENTILATION 36.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 8.25 SQ. FT / 2 = 4.1 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 4.1 SQUARE FEET> 1.07 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 0 48" ON CENTER ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O OPENING AREA jL INTERIOR ZONE 0 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 2Q 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 6 35 +33.1 PSF -36.0 PSF +33.1 PSF 44.1 PSF Q 16 X 7 OHD +28.2 PSF -31.5 PSF 1. DESIGN PRESSURES PER ASCE 7-10 z EXPOSURE 160-C SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" BRG_ HT. 9'-4" BRG. HT 9'-4" BRG. HT 8'-1" F.F.E. 0'-0" REVISION REVISION d s m O IL(=j \\\\ H U TCj '•••4'soi y\�Ews oTb81r �* r'. ui SIP, OF %' w Eh'GINt�R BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 N co u � 0) W pro J LO W �LL� Z �W O VDU) =wo LLII c ) � x W O LL- I o �n v ! M 0) WNT M 0 W J LL LL ® D J H Q_ + LL J � Of ♦♦ ^^ VJ LU Z ry O `� t O N SHEET ELEVATIONS PAGE MODEL SUNSET KEY CUST. DRAWN MARK MONTALTO JR DATE 8/20/2019 SCALE AS NOTED SHEET NO. 03 1 33F 10 SHEETS WPIGFI FPL METER I.- UNDRGRNDa ■o 16"X16"XB" :MU COLUMNS ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT OO GFI OUTLET Q 3-WAY SWITCH $3 SD/CO DETECTOR ®D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $p DOORCHIMES - PUSH BUTTON © ALARM PAD GARAGE DOOR OPENER WP-GFI OUTLET � WP/GFI SERVICE PANEL Even 110V OUTLET Q SERVICE METER CJ CEILING FAN 220V OUTLET Vq LIGHT FIXTURE e % 4-PLEX OUTLET gf WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE �\ SPECIAL PURPOSE (AlW/PULL LIGHT FIXTURE SWITCH \P CEILING FAN w/LIGHT JUNCTION BOX ® RECESSED LIGHT A/C DISCONNECT In' VAPOR PROOF 3 5_ x PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET E. FAN LIGHT ® SCONCE PREWIRE IZ7 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 72 150 3#1/0IN2"C 2 ELECT. SERVICE MBR "EP„ 150 120/240V M 2 1H MBR 150A MLO 3#1/0,96,2"C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE (3) 1/0, # 6, 2" "EP„ 120/240V 1h 150A MLO # 6 CU GROUND TIED —TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE 3 SERVICE BY FPL (3)-#1/0IN2"C OPTION - "B" ELECTRICAL RISER / DIST. NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 11602 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4806 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 1 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40006 VA FIRST 10 KW @ 100°% REMAINDER 0140% TOTAL: A/C HEAT (CD 100% TOTAL: 32002.4 = 133.34 AMPS USE 150 AMP SERVICE. 240 10000 12002.4 22002.4 10000 32002.4 VA 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),4MOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTORACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL 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 SRRVING: 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. REVISION REVISION = m F C W Y R 6 S t� full! � Cy N Ff�S'0 0�1 140 in Lu �i�QF FLORA <v��\• ENdik BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 N 00 ��U M 1 .I-Lo LL W Z O LLI W O V c=n =w LLj 0 0-COpw LL r n V ('r) W P LL p W LL LL O� J n 1..1.. U) F- L11 a ULL � g w W Z Li O N SHEET ELECTRICAL PAGE MODEL SUNSET KEY CUST. DRAWN MARK MONTALTO JR DATE 10/30/2019 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS FILE COPY # 5 CONTINUOUS 4" THICK CONC. SLAB w/ 6' X 6" 10/10 W.W.F. II � II #5 REBAR O11 M r 4• CONCRETE SLAB FINISH GRADE Mm I„III_I, FINISH FLOOR 111= all, ITI=III=�. III__III__III_�_ Z (2) # 5 REBAR " (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS iV 16" 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = 1'-0" #5 REBAR Z II 7-5/8" CURB � IICONCRETE SLAB FINISH GRADE 4" ° 04 • 12" INTERIOR NON-BRG. FTG. F2 SCALE: 1/2" = 1'-0" Ilr #S REBAR O c M CIO� CONCRETE SLAB CONCRETE SLAB F. FLOOR 4�- (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4" (q�SUCA�LE16/2'"==CRCTION 1'-0" # 5 REBAR WITH 30" MIN. LAP SPLICE — # 5 VERT. REBAR IN (3000 PSI) CONCRETE — ION FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATS 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS — STUCCO FINISH 8" X 8" X 16" CONCRETE BLOCK (MASONRY) — ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ('SEE ELEVATION PLAN-) (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS J 16" I4'1 �(2)# 3MCOVERMIMIMUMOUS, F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" 16" TYPICAL STEM WALL FOOTING DETAIL # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH 8" X 8" FHA BLOCK WITH (1) 1116 BAR CONTINUOUS 8" X 8" X IS" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = T-0" SCALE: 1/2" = 1'-0" BEND # 5 BAR INTO SLAB +1- 4' amirillirlim FINISH FLOOR # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCA1 8" X W FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH S' X S" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ( -SEE ELEVATION PLAN') (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = 1•-0" REVISION .. _..._.. � * OF W i K SIPKE BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, RE REG. # 70878 V a N CQ U) W 0 M O W u Z �W� UU =w� c�� 0- Lljto W 6 6' g u_ M O7 W M 0 p LL W U D J F_ Io 0 f W li LL ,�mr 4 { W Z iAfB i � C 9 r N SHEET FOUNDATION PAGE MODEL SUNSET KEY CUST. DRAWN MARK MONTALTO JR DATE 10/30/2019 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS L%DGK PLAN - SCALE : 1 /4" =- (' 0" F-l" BEARING HT. 9'-4" BEARING HT. j11'-l" BEARING HT. FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR 2 J V' C.M.U. UJ a a g GROUT 'n O FIELD ADDED #5 REBAR @BOTTOM (MIN. (1) REQUIRED) 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 0 BOTTOM OF LINTEL CAVITY 8F16-lB/lT NOMINAL WIDTH QUANTITY OF #5 REBAR @ TOP NOMINAL HEIGHT TYPE DESIGNATION I u. 8F24 8F20 8F16 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE BETWEEN LINTEL OPENINGS (CONTRACTOR TO VERIFY) OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F17-1B/1T 950 .�.. 250 _ _ .. 404 _ 100 0 2 - — SH-35 41-1/2" X 83� 96" 9-0" 5'�" 8F16-1B/1T 5365 500 22 90 250 O ....... ......._ soeo " (1) LITE SWING DOOR 75 X 96 1 96" . _ 9'4" ...... .......... T-6" .... 8RF14-1BI1T 2459 500 1462 250 ® SH-25 38"X63" 81" 8'-1" 4'-6w 8F16-1B/1`T 6113 150 2724 100 O5 SH-23 38" X 38 1/4" 81" 8'-1 4' 6" 8F16 1B/1T 6113 150 2724 100 SH-25 38" X 63" i 81" N-6" 8F16-1BI1T 6113 850 2724 600 O7 soeo 75"X96" (1) LITE SWING DOOR 96" ( 9' -4" T-6" 8RF1441BI1T 2459 500 1462 1 250 ® SH25 38"X63" 81" 81 4'-6" 8F16-1B/1T 6113 550 2724 1 250 O9 .__.....- SH-1-132 27-1/2"X23" 81" 8'-1" T-6" 8F16-1B/1T 6113 200 3547 100 L-t OPENING AT COVERED ENTRY 117" 11 -1" 6-6" 8F16-1B/1T 3480 400 1880 300 TOP OF BEAM L-2 OPENING AT COVERED ENTRY 117" 9'-4" 8F16-1B/1T 1843 100 1133 100 TOP OF L-3 OPENING AT COVERED ENTRY 117 2'-10" 8F16-1B/1T 6113 200 4460 150 TOP OF BEAM L4 OPENING AT COVERED ENTRY 117" 91-4„ 8F16-1B/1T 1843 250 1133 250 TOP of BEAM L-5 OPENING AT COVERED ENTRY 117" 11-1 9'4" 8F16-1B/1T 1843 400 1133 � 100 TOP OF BEAM - - L� OPENING AT COVERED PORCH 96" g� TOP OF BEAM 10'-6" 8F16-1B/1T -.................. 1533 ( 600 519 . . 400 L-7 OPENING AT COVERED PORCH 96" 9'4' 14'-8" 8F16-1B/1T 1370 200 655 100 TOP OF BEAM _... OPENING AT COVERED PORCH 96" 9,4„ 10'-6" 8F16-1B/1T l 1533 I 600 4 , 400 TOP OF BEAM I REVISION REVISION O = i m t~t w W Y w LL = C1 \11I11!/ No ogle l I a ° f �i�'PO•. FLO 1 �.�e' SlOMI`�": ENd 4ttR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 N 00 uj uj LL_ � Z Owfr VU U WO -g- a. n. w� (o0w X O u- M wNT M 0 O w -1 LL LLI O� J I.L. F- Of IL U Q w W Z I I � U) 1.L N SHEET BLOCK LINTAL PAGE MODEL SUNSET KEY COST. DRAWN MARK MONTALTO JR DATE 10/30/2019 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS FILE COPY ,W,-. dXW FL °°°'' " 2",24 / \ 9 787dn e vwL 0 ------------- MUM 7R:Ps9M �00P P� wrw I Il6MPi dF0P9110 °MW NW,K T lox 10 � r 1�478cfm Ba: ,p ''t---I Iloctin ox1O T 7-L t rr-ecA�cig4eee W— _- �h� 1Ox1O 91 cfm M eME SV W4ERE0 , Y, FRUMT FQWH Mg 0 HVAC PLAN l GENERAL NOTES �'°° I'., To !,,the best, of my Nnowledge these plans and specs F1p comply. with all applicable codes & 20117 Florida eulldlnq Eod'e,MecNarilical Energy calculations done using Energy 941 MLw Gauge— FlaRe52C10 & Rlglit—J® 12x 2 lox1oRight-4 go crm is the auld mar d version of the `t' 8th edition of the ACCA Manual J. Right -di Bx6 1c6n computes the--slzesrof heating and cooling deign loads' and is thus used for sizing ;4s II�B ® ® res)den6al HVAC equipment �..I Duct Design done using Right —Ds' 1 X6 Right DpD is the microcomputer version of �c6n the second edition of the ACCA Manual D for Residenhol duct design. 1 10" These plans supersede and mid all previous -- plans and spedticotlons. 2x12 ! Duct & grille locations may change due to owners request or structural li mitetions: 9 ALL CFM S ARE APPROXIMATE, ACTUAL CFM VARIES UPON CURRENT STATIC PRESSURE OF M HVAC SYSTEM' �lox10 188 cfrn EQUIPMENT SCHEDULE CONDENSER— GSX16D24 FRANKLIN MAX FUSE-30 M.C.A.-18 VOLT-230 AIR HANDLER— A5PT33C14A NOMINAL CFM-800 M^C.A, 7,1 VOLT-230 MOTOR SPEED— TAP 2 HEAT—IOKW M,C.A— 54 MAX FUSE— 60 TOTAL BTU— 23,600 SEER RATING— 16 AHRI REFg— 201499266 THERMOSTAT— HONEYWELL T6 / PR09000 REF HNES— 3/4 / 3/8 DETAIL COMPLIES WITH FIBC MECH 3D1.12 olscoNNELR ore D.1%1IT � CANLR Mir TIE WIN[ E - CONI-R % fi EIECTRICAL OWIfRACTpI' YL CA, 1-1/2" WIDE _ METAL MwP3 _ CONTRCL WRiNN: �Ip- 1'OR O R IJ52 n I`✓) --- W1H W- —Tl� ii-� WIiH NVLON WIRE —➢ES' I REFRIo WANT PIRNR S CE VALVE& EXTERNAL To uma EI"V, NT 9u"NT PAD: 6Y 3EN CONTRACTOR CONDENSER Ml DUAIL Jab #: Performed for: SUNSET KEY_ CUSTOM_PEPffONE 6004HICKORYDR Air Conditioning Corp. FORT PIERCE, FL34982 LIC- CAC1816081 WWW.MECHANICALAC.COM Scale: 1 : 92 Page 1 Righl Universal 2019 19.0.12 RSU08764 2019-Oct 25 08:52:22 MODELS\SUNSET KEY-PEPPITONE.... PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-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) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH AMINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" 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, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. 2" VTR We Al REVISION REVISION a m - IL w SE-' O i o. Z O 01pg1 • `Q. o'P' ,FL O �G �t ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 00 tY M U W W r J LO W Z ® III r•+••r O VWU) =w® W ��X W co ® 1 R. — M J dam" M j� Ia 0 Goo ® _ reo O Uj .� L. LLw D I— L F J o W Z } LU I I LU Z 00 %"0. 14 0 4 N I SHEET HVAC PAGE MODEL SUNSET KEY CUST. DRAWN MARK MONTALT ) JR DATE 10/30/2019 SCALE AS NOTED SHEET NO. 07 OF 10 SHEETS FILE I COPY O o 01. 0 0 71 N HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) O CV Z 1/2" X 5-1/2" REDHEADS wt 2" DIA. X 1/8" WASHER Z (TYPICAL) W D- O O O N p 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 0 (V GARAGE FINISH FLOOR II d GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'-0" & 9'-0" 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 1-112" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL 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) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE EAVE , A I, 2" X 4" 16" O.C. w/ (2) 2'° X 4" TOP PLATE is fV 1 + STUCCO -LAP FINISH ATTACHED PER NOTES. (STRUCTURAL NOTE # 13, SHEETA100) 5'-0" (2) 16a WIDTH NAILS CUPOLA DETAIL NO SCALE CORNER BAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE (D NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q3 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 PRE-ENG. TRUSSES SEE TYP. WALL SECTION FOR ROOF SHEATHING AND FINISH SEE CONNECTOR SCHEDULE EAVE DETAIL, PER TYPICAL WALL SECTION NON -VENTED STUCCO SOFFIT 2" X 2" CONT. (16d @ a" O.C.) MTS-16 w/ 14-10d NAILS CONCEALLED FLASHING 2" X 4" SILL PLATE MTS-16 w/ 14-10d NAILS BOTTOM TRUSS CORD 2" X 4" STUD AT (4) CORNERS FROM (2) TOP PLATE TO BOTTOM CORD OF TRUSS, (3) 16d AT ALL FRAMING INTERSECTIONS. (2) 16d NAILS # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN U) FILLED CELL CONTINUOUS LLI TO FOOTINGS. 0� > CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE (3) 16d NAILS (TYPICAL) CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' 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 118" 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. 8'-l" FROM FINISHED FLOOR EXTERIOR CEILING TO BE — STUCCO OVER WIRELATH w/ 11 GA. 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 F 12 6 PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. `SOFFIT PER DETAIL 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 16" X 16" X 8" CMU COLUMN w/ (3) # 5 BARS VERT. w/ (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH (3) # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER PER PLAN ENTRY & PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION $ 'm G I F3urrr//t IL \���� w C H \\\\\\O 3 Z ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 CN 00 W tY�U LLI [] M �' Lo J LL T-- z owe UV F— 0O 2 W W 0FLX COow LL M W 0 of W J LL LL O U J H ^ W a UL J J >_ W ♦♦ /^� vJ W Z � L.L n� Li O d' N SHEET DETAILS PAGE MODEL SUNSET KEY CUST. DRAWN MARK MONTALTO JR DATE 10/30/2019 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS FILE COPY CMU W (SEE WI CORRO: PER V APPLY PE BETWEE (SEE V1 c r SCALE FILLED CELLAT JAMB BLOCK (TYPICAL) 1" 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, ANDANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILSAT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. DER AND JAMBS TYPICAL BUCK DETAIL 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" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH /$° SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCA LIE 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 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X 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. BUCK 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) EXTERIOR DOOR BUCK DETAIL NO SCALE 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 INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT 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 ANDANCHORED 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 PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P. T. w/ 3/16" TAPCONS 1-104"MIN. EMB. 4012" O.C. w/# 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 / 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. 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 FORSUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHINGAT HEADAND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL 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 AWATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REVISION REVISION O = Y OC u� � W SE e=, 6 10 x F \Q. �i�l.o •. 1.0• \A ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 '.. CN 00 C6j w�U UJQ �i M I O LO � J w 0Y Z � Lu O v�U) =w® -it aa co 0w x O w w 4 U) w WRCT Ch .L p LL W O� J n w V LU z J g W of rn V ! ~ Z 0 O `� I..f. Q N SHEET DETAILS PAGE MODEL SUNSET KEY CUST. DRAWN MARK MONTALTO JR DATE 10/30/2019 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS FILE COPY