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HomeMy WebLinkAboutBuilding Plans1 1 PROPOSED WHITAKER RESIDENCE 5004 PINETREE DR. FT. PIERCE, FL. 34982 CONSTRUCTION BY PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PORTSTLUCIECUSTOMPROPERT#LcS.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED WHITAKER RES. OCCUPANCY TYPE : R STREET ADDRESS : 5004 PINETREE DR., FORT PIERCE FL 34982 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 CURRENTLYADOPTED 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 : 1_ II X III _ IV_ EXPOSURE CATEGORY: B _ C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASO AVA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT: +1 13=10" 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 NSA PSF DOCK: WA PSF DECK : NIA PSF STAIRS : N/A PSF FENCE: N/A 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: BOINDO/N G. HUTCHINSON, P.E. CERT.# & CO. CERT AUTH. 70878 DESIGN FIRM: BENCHMARK ENGINEERING DATE: ADDRESS: 806 DELANAREAVE.FORT PIERCE FLORIDA 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 # 4- • lti *a17 & Well #_ Date: 111( Zed ,- ¢ .zl_�-- Reviewer ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME : GINA & JOHN WHITAKER APPLICANT: PRODUCT OPENING DESIGN PRESSURES 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 3/16 X 1-1/4" MIN. EMBED TAPCONS AT 2'/16"O.C. WINDOWS SEE ELEVATIONS +50 / - 63.0 MI WINDOWS & DOORS 185 PW FL # 15349.5 IMPACT 2/16' X 1-1/4" MIN. EMBED TAPCONS ATTI8"O.C. MULLIONS SEE ELEVATIONS + / - 75.3 MI WINDOWS & DOORS FL # 16353.4 N/A 9/18' X 1-1/4" MIN. EMBED TAPCONS (4 PER BRACKET) BLOCK GLASS N/A N/A N/A N/A NIA N/A A SKYLIGHTS N/A N/A NI/A N/A NIA N/A /A SLIDING GLASS DOORS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 120/1301140 SGD FL # 22401.3 IMPACT (2 ROWS) 114" X 1-1/4' MIN. EMBED TAPCONSAT6"/16"O.C. SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 2D468.3 N/A 1/4' X 1-0/4" " 1 EMBED TAPCONS 6"! AT 6 14" O.C. FRENCH DOORS N/A +/- 67 THERMMA-TRU SMOOTH STAR FL # 2D468.1 N/A 4' X 1 I/4" MIN. EMBEDTAPCONS AT 6" / 14" O.C. GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 73W6 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 # 11661.12 N/A PANEL FASTENERIg 15X 1-112' WOOD GRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, 1/4' MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT FASTENERS SHALL BE IN THE RIB OF 250.C. PDARALLEL TO ROOF EPANELAT SLOPE AND 6'G.0.ALL PERIMETER OFROOF. 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 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL 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 HEAVYTERMITE 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 G� NSF �'�•. 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. - 0 j 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 FIXI SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRE A TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AN UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED $O 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 INTERF(UPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROEjMS, 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:S PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE A." DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. W THICK WITH (13 GAGE, 1 3/8- LONG, 19/64" HEAD; 0.098" DIAMETER, 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 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 SHOWERAREAS AND WALL PANELS IN SHOWERAREAS. (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 HAVEA 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. 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 '/s"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. 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 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 10D NAILS TO STUDS Q 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 BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. m ro 0 LU w W 00 CIA -5 V C4 O V F a o -4 �cq z O z oa o z > _o m z Y Z O <[ 1V LU W 001 IU IOU Q � O j ® O V PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATfONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK PLAN SHEET 7 I-IVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 SHEET 12 PLAN SHEET INDEX •1W�IM&I REVIEWEP FOR CODE COMPLIANCE FILE COPY ST. LUCIE COUNTY BOCC BIBB FLOOR PLAN SCALE: 1/4" = 1'-0" w Z Ir w w rr w w 2 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 SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN FOR SIZE & SPACING ..0..'.-0" TOP OF SLAB `Y GRADE 4' AREA TABULATION OCCUPIED A/C AREA: 1934.0 SQ. FT. GARAGE: 416.0 SQ. FT. FRONT ENTRY: 60.0 SQ. FT. REAR PORCH: 150.0 SQ. FT. TOTAL FOOTPRINT: 2560.0 SQ. FT. 12 6 NOTE: PROVIDE 2 ROWS OF BEAM BLOCK FOR WALL HEIGHTS OVER 8'-1" INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL u v •• �-8" PRECAST LINTELS of W/ (1) # 5 BAR FOR ALL p O r% DOOR AND WINDOW OPENINGS _j LL & FILLED W/ 3000 PSI CONCRETE ' w 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL _D D Z INSULATION °D ._ 1/2" DRYWALL 2 x (TYPICAL) LL 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) if W/ 6 X 6 10/10 WWM OR FIBERME�31­1 �I TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE' SOFFIT DETAIL NO SCALE X 6" PRIMED & PAINTED 'S SPRUCE x 22" SCREENED :NTS AT 72" O.C. JCCO 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 (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) E REVISION REVISION O = i CO C~t W °w y LL C1 = C1 ,,.„.... „ 'o °. NS•F.,' /y . 2N No 7087 ATE F w� Oc •. L OR\O.• Nam,,. ENGI'NttR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 VJ ui L.L Of w CN co Y Q ❑MC.0 o r w LL w 2 OCw� Z w Q 0 a'aX rLIJ v / O 0Lw I. Lo O c W M IJ_ p W J ILL ^ I..L LL O " J I W � EL ULL Q J � W It W r� L/) Z ^ iI i t_ O N SHEET FLOOR PLAN PAGE MODEL BRIDGEPORT CUST. DRAWN MARK MONTALTO JR DATE 01/03/2020 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS I®® +/-19'-7" TO RIDGE OPENING I.D. Dt 1 I 12 sF M.R.H. +/-13'-10" 6 BRG. HT. 11'-1" _ BRG_HT. 10'-1" M _BRG. HT. 8'-1"_ _ rn -F.F.E. 0_0" _ _ _ 6 _BRG. HT 8'-1'_ F.F.E. 0''-0" OPENING I.D. E 21 / 11'-1" BRG_HT M FRAME DOWN 22" Lal 1�7 1=1 1=1 01 :F:R:O:NT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" 12 6� NOTE: MEASUREMENTS ABOVE OPENINGS ARE DEFLECTION (INSPECTOR USE ONLY) NOT HEADER HEIGHTS (ON ALL ELEVATIONS) (•I I•I�I•I (•111m OPENING LD.� A OPENING I.D. B-1 11 11 6 _BRG. HT 8'-1 - _ _ F.F.E. 0'-0" SCALE: 1/4" = 1'-0" OPENING I.D. OPENING LD. OPENING I.D. I G 31 31 3E i BRG. HT 8'-1" F.F.E. 0'-0" 12 �6 _ BRG. HT. 8'_1_ BRG_HT 8'-1" _ _ _ _ F.-F.E. 4I RIGHT ELEVATION SCALE: 1/4" = 1'-0" CALCULATE ATTIC VENTILATION CEILING = 2560 SQUARE FEET 2560 / 150 = 17.1 REQUIRED VENTILATION 244 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 37.28 SQ. FT / 2 = 18.6 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 18.6 SQUARE FEET > 17 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 6M 48" ON CENTER 12 6� ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O OPENINGAREA INTERIORZONE Q END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 1 10 +33.6 PSF -36.4 PSF +33.6 PSF -44.9 PSF Q2 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 s 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF 8 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF Qj 16 X 7 OHD +28.2 PSF -31.5 PSF 1. DESIGN PRESSURES PER ASCE 7-10 cd F z EXPOSURE 160-C BRG_ HT 11'-1" _ _ _ BRG. HT 8'-1" JS) F.F.E. 0'-0" RRG. ; rT 8,_ F:, F.F.E. 0'-On- REVISION REVISION d s m I.t w � Y W H G........ T -, 7087 ; O * Z S ��4geum me�ao ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, RE. REG. # 70878 uj MW L.L W 00 qt Y Q Q eM F- W IL W W Z (L x ''W^ vJ a O oLW 0. U7 O 0. rM Lo W It LL p WJ LL w OU D J H n I_LI a ULL � g J � F- W Of LLI r V i Z O U) ^ LL O N SHEET ELEVATIONS PAGE MODEL BRIDGEPORT OUST. DRAWN MARK MONTALTO JR DATE 01/03/2020 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS FILE COPY ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET QP 3-WAY SWITCH $3 SD/CO DETECTOR © GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $o DOOR CHIMES PUSH BUTTON El ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET wPIGFI SERVICE PANEL o 110V OUTLET SERVICE METER U CEILING FAN 220V OUTLET Q LIGHT FIXTURE \ J 4-PLEX OUTLET ,,44�� gp WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH � � \PJ CEILING FAN w/LIGHT JUNCTION BOX J❑ RECESSED LIGHT A/C DISCONNECT VAPOR PROOF O PHONE OUTLET T RECESSED LIGHT 3�d TV OUTLET FLOOD LIGHT FLOOR OUTLET 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 NFPA 72 ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL LOAD CALCULATIONS PER NEC 1 1934 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 6720 VA 2 (2) 20 AMPAPPLIANCE 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: 41002 VA FIRST 10 KW @ 100% REMAINDER 0. 40% TOTAL: A/C HEAT 0 100% TOTAL: 32400.8 = 135. AMPS USE 200 AMP SERVICE. 240 10000 12400.8 22400.8 10000 32400.8 VA ELECTRICAL NOTES 1)4LL 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 OR A 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 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 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. 3 # 3/0 IN 2" C ELECT. SERVICE EP" 200 120/240V M 2 1g MBR 200A MLO 3 # 3/0, # 6, 2" C # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE REVISION REVISION G i m G ° L � Y W d y F ••'S/';; \,SCE 878 N `s_ ST VI I'll,/ONAI E ... ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 (6 Lu L.L. Of W 00 YEE It C) Q pco(o W LLL W _ Wry Z ip 0 � X (f) d' . W ® oL EL L0 O�/ LryJL LL �/' Lf) C� W NT LL p LL nW d Li LL c � U J W IL Uw J W V ! W Z O ri O N SHEET ELECTRICAL PAGE MODEL BRIDGEPORT CUST. DRAWN MARK MONTALTO JR DATE 02/18/2020 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS O. 52'-2" 7,-2„ 1 T-6" 12'-2" �, 10'-2" F%C,N;,!lJl`4EATl SCALE: 1/4" = V-0" 21'-6" 4'-0" 3 w � �oU zoo O itow w Ubw ^WW A=m N w d Ww LO �LLO o; Z II #5 REBAR - FINISH FLOOR CONCRETE SLAB b $ 4' CONCRETE SLAB ` F. FLOOR '. .•. ° r°-{.., . ro� FINISH GRADE " .1 Z C #REBAR 12" 16" (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS fV 3' COVER MIMIMUM. BEARING FOOTING INTERIOR NON-BRG. FTG. F1 SCALE:1122 =1'-0" I SCALE:1/2 -#5 REBAR 2 II 7-518' CURB 8 #5 REBAR CONCRETE SLAB. M I CONCRETE SLAB 4 FINISH GRADE F. FLOOR a CONCRETE S<AB-� �-- i N (2) # 5 MINIMUM CONTINUOUS, 16" 3"COVERMIMIMUM. (2)# 5 MINIMUM CONTINUOUS, 4,1 16" 3"COVER MIMIMUM. F3 CURB SECTION EXTERIOR STEP SCALE: 1/2" = 1'-0" �� SCALE: 1/2" = T-0' #5 REBAR CURB ECESS (c� SHOWER VARIES r FINISH FLOOR GRADE 4" - - --- 8„ (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. F8 SHOWER/CURB/RECESS SECTION SCALE: 1/2" = 1'-0" CONCRETE SLAB FINISHFLOOR *COVER (2)#S REBAR CONT3" MINIMUM CONC. . F4 INTERIOR BRG. FTG. (NO STEP) SCALE: 1/2" = T-0" . .. 'm1°ni r m—mull II11_111_►_ :I11=111=III_ (2)# 5 REBAR CONTINUOUS 3" MINIMUM CONC. COVER—W F5 INTERIOR BRIG. FTG. (STEP) SCALE: 1/2" = 1'-0" BEND '# 5 BAR INTO # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) # 5 CONTINU 4" THICK CONC. SLAB STUCCO FINISH W/6"X6"10110 F. 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS LU ;= 8" X W X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL I U SCALE: 1/2" =1'-0" N -# 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) —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") iE(2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" l REVISION, I 11 = m w LL v .708 oO :z Tt OF A ` 4 - 0- ENG11 'DER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 cfj Lu 1.6. yr L"L W op O �- WLL"W 2 IX 'S WV � 0 Z NLd_ Q ''W^ VJ IL X W OLLL ^Q I..L L0 L MO SHEET FOUNDATION PAGE '.. MODEL BRIDGEPORT CUST. DRAWN MARK MONTALTO JR DATE 02/21/2020 SCALE AS NOTED SHEET NO. p 05 OF 10 SHEETS i" FILE COPY FILE COP`? � Hatch Legend A.F.F TRUSS END DETAIL 12 PLUMB CUT OVERHANG 4-3/16" HEEL HEIGHT 1'-0" TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: WHITAKER RES. TRUSS MFGR: BUILDERS FIRST SOURCE INSTALLING TRUSSES. LAYOUT DATE: 01 / 21 / 2020 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. CUT -SHEET DATE : 01 / 22 / 2020 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN Al 1 1ST 1247 (1)HETA20 1810 (8)16d Al 2ND & 3RD 3576 (1) MGT 3965 (22) 10d & (1) 5/8" A.B. Q B6 2ND 1652 (2) MTS-16 2000 (14) 10d X 1-1/2" C3 & D3 CONT 267 PLF O HETA 20 1810 (9) 10d X 1-1/2" SEE"GABLE END DETAIL" 1 STRAPAT EACH END AND 48" O.C. - me". VALLEYS " f',t) t00 #PLF O MTS 16 1000 (14) 10d X 1-1/2°' 1T 1 STRAPAT EACH END AND 24" O.C. ALLOTHERS AT CBS EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING ALL OTHERS AT FRAME EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING L.MLR�ING NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/411 X 1-3/411 TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS O VALLEY TRUSSES MAY REATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO 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. 0 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) REVISION REVISION O = i fG �t w Y Cf U \ ENs''cyi"'; N o. 087 " ITE FOF L EC�6 dYS/fYY \iYi ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 W W CV Q ❑ M O ~ WLL"W = OCW� zwo 13.aX 'W V ) O oLW EL L0 0�/ I..L I..L �/ / U) LO WNT M � o O WJ LL LL O� LLJ � m U) W Li J T/J � W w r - V / w Z 0 U) ^ I..L O � N SHEET TRUSS LAYOUT PAGE MODEL BRIDGEPORT CUST. DRAWN MARK MONTALTO JR DATE 02/21/2020 SCALE AS NOTED SHEET NO. 08 OF 10 SHEETS 0 z z W a 0 it 0 0 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN SIMPSON MTS 16 w/l4-10d NAILS PER CONNECTOR SCHEDULE (3) 16d NAILS (TYPICAL) 16" X 3" TAPCONS @ 12" O.C. (TYPICAL) �— ' BRACING RID RIDGE AND 6' O.C. EACH SIDE OF /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'-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 12" 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 (TYPICAL ALL WALLS INCLUDING GARAGE) NO SCALE 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 1/2" DRYWALL (WALLS & CEILINI 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- DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12" YP HEADER WFLITCH 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.G. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS. MONOLITHIC FOOTING (2) #5 BARS CONTINUOUS IJ rill INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR -ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32' 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER 12 6>� 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 1/8" WASHERS GABLE END DETAIL NO SCALE CONT GALV. MTL DRIP EXTERIOR CEILING TO BE A" OVER (PT) 1 X 2 OVER r �� w/ 1 GA. 2'' NAI S w/ 3/8"DIA. SAVE 3/8" METAL RIB LATH @ 6" q. 2" X 6" RS SPRUCE FASCIA O.C. wl (2 LAYERS OF 15 # A FELT OVER EACH �\ 1� SOFFIT PER DETAIL 6' PRECAST LINTELS FRAMING MEMBER) W! (1) # 5 BAR FILLED ` (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET W/ 3000 PSI CONCRETE ROOF SHEATHING ATTACHMENT REQUIREMENTS TEXTURED STUCCO FINISH ` ZONE 1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD VERTICAL REBAR TIED TO DOWEL ` •� TEXTURED STUCCO FINISH &RUNNING INTO BEAM BLOCK W : RIDGE, - W IN 3000 PSI CONC. ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 4 � 2 2 I (2) # 5 VERTICAL DOWELS 8" X 16" CONCRETE BLOCK COLUMN l�l w/ 30' LAP SPLICE ZONE ® NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD FROM FOOTER NOTE SEE FOUNDATION PLAN) 2 ��-� . ' � ` FOR SIZE & SPACING ONCRETE SLAB ROOF SHEATHING SHALL BE 19/32" THICK CDX PER FOUNDATION PLAN �V PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS FOOTING 2 a (PER FRC803.2.3.1) SPACED PER ZONE ��' ` DESIGNATIONS AS SHOWN ABOVE.07 EAVE -- ROOF SHEATHING NAILING ZONE PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 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" HETA20AT48" 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. 2XPT BLOCKING @ COLUMN If-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/(2LAYERS OF15#� FELT OVER EACH FRAMING MEMBER) 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 16" X 16" BLOCK COLUMN W/ (4)# 5 BARS IN (3000 PSI) CONIC. FILLED CELLS. STUCCO FINISH # 5 DOWELS w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER U':ICi9WilIll I 16" X 16" ENTRY COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION d z s m t~i W w Y W � N 7087 �&Z gEeE F e,� •' •.c aft©?�•: ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 uj uNi W CN 00 Y 0 Ch(o o W ZcIf® W a�X ® LQLW M LO 11 co _W N� p W J LL W OV 0 N (hham J H W 0 t.J LL J � W W ♦♦^^ VJ Z ® `� ^ O IT N SHEET DETAILS PAGE MODEL BRIDGEPORT COST. DRAWN MARK MONTALTO JR DATE 02/21/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS CMU Wj (SEE WI CORRO: PER V APPLY PE BETWEE (SEE V1 cl FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1"X4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-112" 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 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. TE .- WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH (8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" 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 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. G GLASS DOOR BUCK DETAIL 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) RIOR D 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 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 PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P. T. w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12" 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 TREATTHE 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. FBC R703.4AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 318" 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 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 A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REVISION REVISION i � aY0 U W W�W Y d = t� Jo 7Q878Z .0 ATE OF BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 LLI W 00 Y LJJ C)MU O (O ~ W LL W 2 OC W C) Zw® Lu °- X O oLW U) L� WNT Ch 0 I.L 0 WJ LL LL O U u J � W 0 _ a U LL W Of LLJ Z O ri O d' N SHEET DETAILS PAGE MODEL BRIDGEPORT CUST. DRAWN MARK MONTALTO JR DATE 02/21/2020 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS FILE Copy