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HomeMy WebLinkAboutBuilding PlansDESIGN CERTIFICATION FOR WIND LOAD COMPL;ANCE PROJECT NAME: PROPOSED THOMAS RES. OCCUPANCY TYPE : R STREETADDRESS : 5313 S 25TH ST.., FORT PIERCE FL 34981 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 STRUCTURALPOSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY.1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. JDE.15IGN PARAMETERS AND ASSUMPTIONS USED 1. FLORIDA BUILDING CODE: _Zo 2 n EDITION WITH'. X SUPPLEMENTS AND ASCE 7 - 140 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY : 1 11 X 111 ` 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: +A 14'4" ROOF PITCH: 6112 ' PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @' 10' MRH) + + + + + + 33.6 33.6 21..2 ZONE 1: 19'3 ZONE 2: 19.3 ZONE 3: 19.3 ZONE 4: ZONE 5r GARAGE -30.7 -51.9 -762 -36.4 -44.9 -31:5 20 N/A 40 5 PSF T. DESIGN LOADS: FLOOR.. PSF ROOF /DEAD : PSF ROOF /LIVE : PSF BALCONY S DOCK: N/A PSF DECK : WA PSF STAIRS : N7A PSF FENCE: WA PSF RAILING • NIA PLF /CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: BOWDOIN G. HUTCHINSON, P.E. CERT. # & CO. CERT. AUTH. 70878 ENGINEERING DESIGN FIRM: BENCHMARK DATE ADDRESS: 806 DELANAREAVE.FORT PIERCE FLORIDA PLix .M EERIING B , t ;ACHM ENGINEERING 0 x"Will, CTION BY lR U, 201 SW PSL SLVD, UNIT 103 PORT ST LUCIE, FLORIDA, 34954 MOON:-1 ° (772) 336-0050 CONSTRUCTION OFFICE (772) 249-0089 WWW.PORTS ' �Z CiECUSTO .-�,� . o:oiw RECENED MAR 03, cell Permitting DOParmnl St, LIACI® County PLANNING & DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY FLORIDA BUILDING& REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: PNDPOSED THOMAS RES. APPLICANT: "j PRODUCT OPENING PRODUCTMANUFACTURER MODELNUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT DESIGN PRESSURES DESIGNNPRESSURES ES APPROVAL NUMBER ... I 1 1 WINDOWS SEE ELEVATIONS +1-55.0 MI WINDOWS & DOORS 185SH FL#17499.1 IMPACT Gnrxt AT. SON. N./ I1MBED . FIXED WINDOWS SEE ELEVATIONS j +501-63 WINDOWS & DOORS 185 PW I FL# 15349.5 IMPACT MULLIONS WA E[MI BLOCK GLASS WA WA N/A WA NIA NIA WA DOOR•D SEE ELEVATIONS +/-50 THERMA-TRU - SMOOTH STAR FL #20468.3 WA 1/4'X 1-1/4'MIN EMBEDTAPCONS ATS•A fill 14•D.C. DOOR-T SEE ELEVATIONS +50.0 THERMA-TRU SMOOTH STAR FL#20468.1 IMPACT 1/4•X 1-Ile MIN EMBED TAPCONS AT S•&fiv14'D.C. DOOR-J SEE ELEVATIONS +/-55 MI WINDOWS &DOORS 120/130/140 FL#22401.3 IMPACT (2 ROWS)IW X 1-7M^MIT. EMBED TAPDDNS rllr DOOR-K SEE ELEVATIONS +/-55 MIWINDOWS&DOORS 12W130/140 FL#22401.3 IMPACT (2 RONNS) IW X 14W Ml EMBED TAPco"s�fi•/te^ DOOR-N SEE ELEVATIONS +/+ MI WINDOWS&DOORS 120/130/140 FL#224013 IMPACTT ROWS i •Xt-1 ^MBA EMBED (2 )TAPcoxB s!t& ' GARAGE DOORS +28.2 / - 31.5 +33 / - 42 CLOPAY 34WO - 22 FL# 16546.4 Wq 5/16' X 1-5/8" MIN. EMBED HURRICANE PROTECTION N/A N/A WA WA NIA WA LAG SCREWS (ONE PER BRKT) ROOF VENTILATION - 80.7 - 180 TAMCO-COOL RIDGE CM - 18531 FL # 4103.1 WA FASTEN USING MIN. GAW SHANK DA, Mel. _ l DIA. HEAD, MIN. 2 N' LONG CORROSION RESISTANT ROOFING Ill SPACED 2A• - O.C.ON ERHER SIDE OFTHE RIOGESLOTONrOSHEATHING ROOFING MATERIALS VOLT=16OMPH VOLT=194MPH OWENS CORNING ARCH. ASPHALT SHINGLE FL#10674.1 NIA. FASTENERS FORASPRALTSHINGLES SHALL BE GALVANDED STEEL, STAINLESS STEEL,ALUMINUM OR CAPPER ROOFING NAILS,MINIMUM 12 GAUGE (0.10E INCH (SMM)SHANKIMTHAMININUM SN INCH (10MM) _ DI amit HEAD,AETM F185/, OFALENGTH TO PENETRATE THROUGH THE ROOFING WMMALSANDAMINIMUM L4INCH (1GMM) INTO I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS THE ROOFSHEATHING. VMERETHE ROOF SHEATHING INCH ('SMM)THICK, THE FASTENERS SHALL PENETRATE IS LESSMAN 2N THROUGH THE STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SHE A HINIZTENERS SHA LCOMPLYNTH ASTM F 1067 (fl STAB) NAME: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: 13ENCHMARKENGINEERING CERTIFICATION NO. 70878 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BEADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN cs n! Tucec nonWINGGS TAKE PRECEDENCE OVER SCA DIMENSIONS. 4) ALL CONSTRUCTION MAST COMPLY WITH THE FL0�31DA BUILDING CODE (FBC)=gFBC 2,020 RESIDENTIAL, FBC 202OPWMBING CODE, FBC $OYOMECHANICAL CODE, FBC 2620ENERGY CONSERVATION, AND THE NEC (NFPA70)20) 11EDITION. 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 2000ENERGY 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 R402A.1 THROUGH R402AA. 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 F,� T AND MU T aET9§19DUSTFAAND LABELED IN ACCORDANCE WITH R402A.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY' c20 IN ACCORDANCE WITH FBC 900DENERGY CONSERVATION R401.8. ) rl ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFP 70)ZD 1fi EDI ION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTIN SHALL BE HIGH-EFFACY LAMPS ORAMINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES; SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFRCY LAMPS) ;x Eai 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. L, 4) SMOKE DETECTORS TO BE 11OV 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 CIRCUITARC-FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS. Fi DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONI ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCAND 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 MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10, OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECIPTICLES PER NEC REQUIREMENTS. <a.•.-.-c;�aaw�mT;F?.^.�.'i.a:T.xs:- ..:.s .. :�zsr*-+r..'c ..-,Yr.._ ADDITIONAL NOTES 1) INTERIOR TO BE W DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.'/' THICK WITH (13 GAGE,13/8" LONG,19/64" HEAD; 0.098" DIAMETER, 1 '/4' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086' DIAMETER, 1 5/8" LONG, 5/64' HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9M2" 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 7325, C 1178, OR C 7278AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702:4.1 &FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM 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 9M, 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, SUCHAS 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 r NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ✓STRUCTURAL NOTE 1) DESIGN LOADS IN ACCORDANCE'(NITH.ASCE7-1 (o )` 2) SOIL BEARING CAPACITY: 2000 PSF (MIP(1)_._� _ a 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 DIP,' . SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 1 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 '/"SUSPENDED SLABS: 1 '/" ut 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL rq MINIMUM IN BEAMS AND COLUMNS. F� 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 S' O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5' LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING. 12) PROVIDE IN 5 CORNER BARS W/ 30- MIN. LAP SPLICE FOR BOND BEAM. y 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. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE L NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. I' PLAN SHEET INDEX h COVER SHEET SHEET 2 I SHEET 3 SHEET 4 SHEET 5 SHEET 6 4j SHEET 7 SHEET 8 SHEET 9 k I SHEET 10 =------------- I�. 4 PLAN SHEET v N� _ O un i m m a � o m a LU M 0 u x � a i+l 24'_8" 27'4" 13'-0" 11'-8" V8" T-2" 6'-1" 3'-2" V-5" 3'-2" 4'-10" HOSE BIBB SH-25I EGRESS H-2 H_ ■ ■ P. INTEL ■ ■ j— P.C. LINTEL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ 16"X8"BLOCK COLUMN — — ■ J I IV I I a! to COVERED PORCH Woo I 10 8=1"TO 10=1"CEILING ?{� W N ■ 1F 4, fV ILw 6.4. 7'-2" 4'-6 BEDROOM # 3 a 114" 4'-6%" 1 ao FAMILY ROOM s=1"Flf1T CEILING 6'1 V-4- "o y IOLI-CEILING �' o ■ I I I SH-25 ■ ■ ■ ■ ■ ■ :" TAMP 5'-9" N ■ o= NOOK 6068rBF 6'Q5� ��j,Y-ate OO m rn 10'-1"FLATCEILING T-2' I iv m LU CLOSET ROD & SHELF 32-0/2" HIGH KNEE -WALL iM 1 STEP ■ I ° ° ■ 1 /� {�"ij ■ —�■ 8'-11" u Y w 1 60681 TEMPERED WALL 3o" VANITY 'o WC O O SLIDING GLASS DOOR i 70 CLG. = i MASTER DROOM KITCHEN �' BATH y Y 8-1"FLAT ICING 10'-l" FLAT CEILING ' 3'.4" ~ 9'-4"COFFE CEILING , - 2868 0 £ 8 g ■ 2'-V' Y ; v_ LU Q 12• -°�' i 4 O o w z '� 7 10'h" 2,_10° 4'-11" 9" 11'-8" LIVING ROOM 9'-4" 3'-0" 10'-10FLAT CEILING i BEDROOM #Z ■ , W 8'-1"FLATCEILING 2868 I V-10" W.H. w/ DRIP PAN - I I UPPER CABINETS & DRAIN LINE r Y -0" ' 22-VYX3B' MINIMUM 2 8! OCKE w �? 8"-1" BRG. WALL ATTICACCESS - - - miz LAUNDRY lid 'o W.I•C. � SELF CLOSING a 8'-1"FLAT � 5068/BF ■' N � 42"HIGH WALL W/C.M. SILL 20 MIN. FIRE RATED OR CEILING 2 0" 4 AND TEMPERED GLASS CLOSET 5'4'h" " o ENCLOSURE DINING ROOM o 2� AHU M ROD&SHELF ROD & SHELF rn O 10'-1"FLAT CEILING FOYER � W - C OEROROUND B PLumeER q LINEN 9'-11%" ? RK s'-r' BEARING WALL 3 W 10-1"FLAT CEILING TRANSOM 6,-4�" 0 BBIBF M. B irTILED H BENCH B1 � PROTECTI0 POST I 18-7'/ TRANSOM z�o p 8-1"F T TRANSOM D1 - wF I ■ a CEILI `� 16" X 37" m 3'-4%"" 5'-0" a , ^ V-4 (2)306B WITH FIXED X 72"TRANSOM ABOVE TRANSOM © HDR ° VTR ELECT. PANEL 16" ABOVE — - N 9 � MAINE RESS ■.. ■ ■ ■', ■ ■ �.LIrPSTEP 0OD ; ; SH-25 w/�'16"X 37"TRANSOM i WC 42" X 6 TUB a TILED (TYPICAL) c SH04tlER i ABOVE ■ �. LEV Lwl �3� � ,---------- � ■ ■ ■ ■ ■ ■ Q FINIS FLOOR ;a; S B ONLY ; 22.1/2"X 54' ILIGH7 EN TRY ' ' ATTIC ACCESS ATrIC P.C. LINTEL , ; ; ■. ; (PULL ON. STAIRS) STORAGE ■ - 11-10FLAT EILING ---------- b io 0 SH-23 TEMP. ------------------ 2"CURB BEYOND WA - P.C. LINTEL ------------------ (TYPICAL) 20" X ZO' BLOCK BASE 16" X 16" (22" HIGH) COLUMNS Y ■ ■ A U 5'-3" T-2" 5'1 61-F 3' Ya" Tl 8" T-2" 1'l 0 1 ' GARAGE 4" 8'-1"FL/ATCCEILING CENTER LINE OF COLUMN CIL F 12'-" 9'-10" 10'•d" EDGE OF COLUMN S 18'-4Y4" 13'-8" 18'-10" �. ■. ■ 1fi070 ! OHGD ■ '.■ ■ 1911 32'-6" 1'-10" 16'1 SZ-2" FLOOR PLAN SCALE: 1/4" = 1'-0"' AREA TA_B_U LATION OCCUPIED All AREA: 1764.0 SQ. FT. GARAGE: 444.0 SQ. FT. FRONT ENTRY: 60.0 SQ. FT. REAR PORCH: 303.0 SQ. FT. TOTAL FOOTPRINT: 2571.0 SQ. FT. a 3068SC u -I —THOSE BIBB w a w W w z w w m PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19132" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) a FIBERGLASS SHINGLE ROOF 6VLra f? 0130 # ROOFING FELT CONT. ALUMN. 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 V-0" TOP OF SLAB GRADE �. 4" SOFFIT DETAIL NO SCALE X 6" PRIMED & PAINTED S SPRUCE x 22" SCREENED ;NTS AT 72" O.C. 1CCO 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) REVIEWED FOR BODE COMPLIANCL ST. LUCIE COUNTY BOCC PROVIDE 2 ROW OF 12 8" X 8" BEAM BLK. 6 W! (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL FOR WALLS OVER 8"A " 4 'A INSULATION 1/2" DRYWALL 0 CEILING (TYPICAL) PROVIDE 1 ROW OF 8" X 8" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL -8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL DOORAND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE 1 "X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 610110 W WM OR FIBERMESH x O J LL �W r= us �Z 00 FL tL TYPICAL WALL SECTION (CONCRETE BLOCK I LINTEL U-BLOCK CONSTRUCTION) NO SCALE REVISION REVISION z a FZ W pmp � Y fl W IL a Ell No. 0878 ST TE OF 0�FSSIONAA-' ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. 170878 i, ui W I..V Q Mto p O ILL V-- N W NW�/ LL I— i Id.. 0 MWv0I (jJ c� °- 0- W O O � O tL y / W N M W w <C CL O 0 U- �U ILLF ^ LL J W~L V L� 0 J 0 J F_ U) U) a u) N� I..L O0 T_ I..L SHEET FLOOR PLAN PAGE MODEL BRIDGEPORT 1 CUST. DRAWN MARK MONTALTO JR DATE 07/1412020 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS r 12 6 M.R.H. +/- 14'4" ---------------------- BRG. - 11'-1"_ - - BRG. HT 10'_1_ BRG. HT 8'-1" F.F. -E. V-0" - _,j� BRG. HT 10'-1" BRG. HT 8'-1" F.F.E. 0'-0" SCALE: 1/4" = 1'-0" 12 �6 OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENIINIG I.D. OPENIING I.D. OPENIING I.D. 11 11 11 BRG. HT. 10'-1" BRG. HT 8'-1" OPENING I.D. nN\� f/qA3 F.F.E. 0'-0" 12 12 6� �6 _-_-_-BRG. HT. WAR BRG. HT. 81_V SCALE: 1/4" = V-0" _ - - BRG. HT_ 10'-1"* _ BRG. HT. 8'-1"_o RAKED BEAM rn fV OPENING I.D. OPENING I.D. J ❑ U 9' D- 2 E 21 io (DEFLECTION) RACED BEAM 03 REAR ELEVATION SCALE: 1/4" = V-0" OPENING I.D. OPENING I.O. (HIDDEN) OPENING I.D. 1 K 21 21 OPENING I.D. 31 21 OPENING I.D. f J l 3E BRG. HT V-1" F.F.E. 0'-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS. DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENING AREA ZL INTERIOR ZONE Q END ZONE (NOTE #1) m IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE t0 10 +33.6 PSF -36.4 PSF +33.6 PSF -44.9 PSF 2 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 a0 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 0HD +28.2 PSF -31.5 PSF 1. DESIGN PRESSURES PER ASCE 7-10 LLl z EXPOSURE 160-C 12 6 CALCULATE ATTIC VENTILATION CEILING = 2571 SQUARE FEET 2571 / 300 = 8.57 REQUIRED VENTILATION 218.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 33.31 SO. FT. / 2 = 16.7 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 16.7 SQUARE FEET > 9 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS A 72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 8.57 X 40% = 3.428 SQ. FT. OF RIDGE VENT 8.57 X 50%= 4.285 SQ. FT. OF RIDGE VENT RIDGE VENT 28 LINEAR FEET OF COOL RIDGE VENT (18 SO. IN. / FT) = 3.5 S.F. OF RIDGE VENT PROVIDE 28 LF OF RIDGE VENT 18 LF OF RIDGE VENT M DEFLECTION OFFICIAL USE ONLY DEFLECTION OFFICIAL USE ONLY m � OPENING I.D. OPENS G I.D. OPENING I.D. m 31 21 11 [0-4] RIGHT ELEVATION SCALE: 1/4" = V-0" _ _ - BRG. HT_8'_to F.F.E.0' _0" VIEWED 11-Uh E. COMPLIANCE UCIE COUNTY BOCC BRG. HT 10'-4 BRG. HT 8'-1 E 1p F.F.E. 0'4- REVISION REVISION z m c~i °w LLI z Y U d = Ca \CE (a° ATE Or CR ID P.. �%� ClefWE BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 V i NWN oo Q c'')Cl, LL :O O Nww F_ C/)WU) 0 cv) w 0 W ci�0- Lo w� O O V- 0 I^^L I.L. M / W d 00 o N M ^W I..L O 0 LL U J W H ® U F- a Q J V ! J a 0 N 1..1.. SHEET ELEVATIONS PAGE MODEL BRIDGEPORT 1 CUST. DRAWN MARK MONTALTO JR DATE 07/13/2020 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS MINI P.C. LINTEL ■ ■ _ P.C. LINTEL I I _ I � ~ I I \ I I \ rl I I ■ 7F — I \ \ ■ - ATTICACCESS r n a Ze� rA) TILED �.✓ SHOWER P.C. LINTEL MAIN EGRESS, / ',)1 mis II UNDER SWITCH 3 3 J ' i g/ wOz m ' Z� m I g 3 0 , . Lc ¢ \ w' p 0' � , . j \ w \ J yV(! O SD/CO c AHU 200 AMP. ELECT. PANEL r\ IN TTICr ■ �I \J a / ' I ' ' ■ ATTIC ACCESS PC. INT- - / ------- - - - , ■ ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT CO GR OUTLET 9 3-WAY SWITCH $3 SDICO DETECTOR ®D GFI 4-WAY SWITCH $d EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES F"9 PUSH BUTTON [f ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET � I SERVICE PANEL o 110V OUTLET Q SERVICE METER F't7 CEILING FAN 220V OUTLET V LIGHT FIXTURE K \ \ / 4-PLEX OUTLET ��pp gp WALL MOUNTED 1r�1T x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE (4 LIGHT FIXTURE w/PULL SWITCH r \ \PJ CEILING FAN w/LIGHT JUNCTION BOX I] RECESSED LIGHT A/C DISCONNECT [D' VAPOR PROOF CO PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET E. FAN LIGHT SCONCE PREWIRE Kf7 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 , &220V ':'j %§ A. OND. [Frmul FPL METER \ ELECTRICAL LOAD CALCULATIONS PER NEC 1 1764 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5292 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRYCIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40492 VA FIRST 10 KW Q 100% REMAINDER Q 40% TOTAL: A/C HEAT 0 100% TOTAL: 32196.8 = 134.15AMPS USE 200 AMP SERVICE. 240 10000 12196.8 21196.8 10020 32196.8 VA ELECTRICAL NOTES L 1)ALLELECTRICALWORKSHALBEINACCORDANCEWITHTHENE (NFPAEDITION. 2) A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED NG FIXTURES SH L 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 W1 BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED 50 THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 3 # 3/0 IN 2" C ELECT. SERVICE "EP„ O200 1201 a M 2 1 >3 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 f REVIEWED IFovk BODE COMPLIANCI ST. LUCIE COUNTY Bocc REVISION REVISION Z m F W C V G. 8 $. o. 7 cc BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG.0 70878 175 ui L.L 00 ~ cop c� G J O NLlW 0 4/) In I.I.. W /A O p�W/ V J M n- w CL I,J,J O Li w a" U/ W co M CI' M li W Q OLL O U i W I- U) r � v O a J J H m s ) V1 J � a () C)O N n CL SHEET ELECTRICAL PAGE MODEL BRIDGEPORT 1 CUST. DRAWN MARK MONTALTO A DATE 07/1312020 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS III_ #5 REBAR SLAB III° •III=111=III=11 IIIoI •III=III=:'n=ma II III 1i1lll_ 1 FINISH FLOOR •—, n � CONCRETE SLAB =111=.. III=111=�. mem: (2) # 5 REBAR —� 16" CONTINUOUS INTERIOR BRG. FTG. F2 SCALE: 1/2 == 1'-0r1/2 == 1'-0" �+ #5 REBAR Z_ II 7-5/8" CURB (1) # 5 MINIMUM CONTINUOUS, c`Of) II 3" COVER MIMIMUM. IN CURB CONCRETE SLAB A„ FINISH GRADE 1 zT L1114 - gI LET CV (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4" (q�CUR BSECTION LE: 1/2" = 1°-0" II g0 +#5 REBAR M col� CONCRETE SLAB CONCRETE SLAB --(col F. fLOOR 16" 4' `— (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" I # 5 REBAR WITH 30' MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE I I FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) I I I 8'X8"FHA BLOCK WITH (1)# 5 SAR CONTINUOUS BEND #S BAR INTO SLAB +/-4' I I I I I STUCCO FINISH 8" X S" X 18' CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (30W PSI) CONCRETE FINISH GRADE ('SEE ELEVATION PLAN-) (2600 PSI) CONCRETE SPREAD ROOTING N (2) # 5 BARS CONTINUOUS 16" STEM WALL FOOTING DETAIL Iry SCALE: SCALE:1/2"=V-0" 1"itbltvvI=u ruh =E COMPLIANCE �T" LUCIE COUNTY BOCC #5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL: (SEE FOUNDATION PLAN FOR LOCATIONS) # 5 CONTINUOUS 4" THICK CONC. SLAB STUCCO FINISH W/ 6" X 6" 10/10 W.W.F. 8" X 8' FHA BLOCK WITH (1) # 5 BAR CONTINUOUS — W 8' X 8' X 16" CONCRETE BLOCK (A ASONRY) Q 1 ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PS0 CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL F10 SCALE: 112" =1'-W REVISION REVISION z I m w � @ O � O w d C=f Ho '° O E�SCyi No. 7' . TTAT OF . BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 WN L.L r OD Q � co _u-v- O Nww U� W U) ® c,)W0 W (I- CY) U) Lo W Q O M u' O w I `� Y® I ULJ a� M Q L L 0 O LL ce I U " J d cn a J o J e J cp 9sa� cn I r N i I I SHEET FOUNDATION PAGE MODEL BRIDGEPORT 1 CUST. DRAWN MARK MONTALTO JR DATE 08/07/2020 SCALE AS NOTED SHEET NO. 05 Im 24'-r it 2Ts" 12'-2" BLOCK CHANGE REF. I1" 13'-0" 11'-8' V-8" 3'-2" 6' 3'-2" 514" T-2" 4'-10" --- -- ---♦----♦-♦ -------------`♦- -IIII --- ---- ---------------�------------- ----- HOSE BIBB ---1`5 -- - , LNELia NL#2 , 16"X 8' BLOCK COLUMN BLOCK HEIGHT CHANGE ,. ` , 14 6:-8: 7-4-2" 'I 9 a. ♦ . 13 BLOCK HEIGHT _ iv CHANGE Y ♦ V2"STEP, 11 '� -------------- to O , C] 9'-4" BEARING HT. 10'-1" BEARING H ♦ 1a , 11'-1" BEARING H ` 8'-1" BEARING WALL & HEADER , --------------' i AHIU --------------- ------------------ ♦• BLOCK HEIGHT 8'-1"BEARING WALL .'� ; CHANGE I 1 3 WSTEP , .' BLOCK HEIGHT ' ' ' ✓ ' CHANGE __ ' © f I I i gyp{ BLOCK HEIGHT CHANGE , O i LMTEri27 ✓� ; — INI al I ?'r - I'Z117 IflIEL ZJ I � , 20" X 20"; BLOCK BASE- ---------- --------- - - - 16" X 16" (22" HIGH) COLUMNS 'P ' I , 5'-3" 3'-2" 5'-3" 6'�' 3' "h" 3'-2" 8" 3'-Y I '------------------------------------------------ '-'Th' i I ; ; 4" I 13'-0" 4'3" 4'-3" 11'-011 ; CENTER LINE OF COLUMN CIL CIL ' 12'4" 10'4" EDGE OF COLUMN 13'-8" I I I '., 32'-6" l- -------------------- 1:-10" +aL8.— ----------------- ----- 76'-0" p-10" 52'-2" I I I I I I I I I I I I I ; I ; I I I ; I I -{ -I--ROSE BIBB I I ; FIELD ADDED #5 REBAR Qa TOP (MIN. (1) REQUIRED) F 1 1/2" CLEAR x C.M.U. Q -I GROUT O • FIELD ADDED #5 REBAR Q BOTTOM . (MIN. (1) REQUIRED) 75/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) NOMINAL WIDTH F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH —J QUANTITY OF #5 NOMINAL HEIGHT REBAR @ TOP TYPE DESIGNATION Y-- 1-v- 8F28 8F24 8F20 8F16 CROSS SECTIONS REVIEWED f;'Oti BODE COMPLIANCE NOTE: ST. LUCIE COUNTY CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION B®CC OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OFBEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 0 16070 OHG DOOR 192" X 84" 84" 8'-1,' 17'-40 8F17-1 B/1T 950 260 404 150 O SH-25 38" X 64" 81" 10'-1" 4'-0" 8F8-OB/1T 2561 100 1363 100 FIXED GLASS `TRANSOM 38" X 20" 109" 10'-1" 4'-0" 8F12-113/1T 4805 850 2192 400 SH-25 38" X 64" 811, 10'-11, 4'-0- 8F8-MIT 2561 100 1363 100 O FIXED GLASS 38"X20" 109" 10'-1"' 4'-0" 8F12-1B/1T 4605 850 2192 400 TRANSOM ® (2) 306a 78" X 83" 83" 111-11, 71-611 SRF6-0B/1T 755 100 506 100 OUT SWING DOOR 4A; FIXED GLASS 78" X 20" 109" 11'-1" T-6" 8F20-14J1T 3898 450 2102 200 TRANSOM 0 SH-23 38" X 39-3/8" 81" 8'4" 4'-W 8F16-1 8/1T 6113 1200 30T9 700 © SH-H33 27-1/2"X38-1/4" 81' 8'-1" T-6" 8F16-1B/1T 6113 200 3547 100 O7 SH-25 38" X 64" 81" g'_1" 4'-0" 8F16-0B/1T 8113 200 3079 100 O8 - - SH-25 38" X 64" 8111' 81-110 4'-0-1 8F16-0B/1T 6113 200 3079 100 09 SH-35 54-1/8" X 63-1/4" 81.1 10'-1" 4'-0" BF16-1 B/1T 6113 100 3079 100 10 6068 74" X 79" 81" 10'-1" T-6' SF40-113/1T 6472 950 3508 450 SLIDING GLASS DOOR 11 6068 SLIDING GLASS DOOR 74" X 79" 81" 10'-1" T-6" 8F40-1B/1T 6472 1000 3508 500 12 SH-25 38" X 36" 81.1 10'-1 • 4'-0" 81F40-1 8/1 T 11809 100 6627 100 13 SH-25 38" X 36" 81" 10'-1" 4'-W 8F40-1 B/iT 11809 1000 6627 450 14 6068 74" X 79" 81° 10'-1" 7'-W ' SF40-1811T 6472 100 3508 100 SLIDING GLASS DOOR 95 SH-25 38"X36" 81" 10'-1" 4'-0" 8F40-113/1T 11809 850 6627 400 16 SH-25 38" X 36" 81" 10'-1" 4'-0" 8F40-1 B/1 T 11809 800 6627 400 17 SH-25 38" X 36" 8111 8'-1" 4'-0" SF16-1 B/1T 6113 1350 3079 750 18 FIXED GLASS 48" X 14" 8111 81_1" 5'-4" 8F76-1 B/1T 5365 200 2290 100 TRANSOM 19 SH-25 380X36" 81" 8.411 -0T 4' 8F16-1B/1T 6113 200 3079 100 20 " X 83" 83° 8.411 4'-4" 8RF14-1B/1 5206 650 2635 250 OUT SWING$ DOOR 21 OPENING AT COVERED ENTRY 117" 11- 7-10" 8F16-1B/1T 6113 250 4460 150 TOPOFBEM 22 OPENING AT COVERED ENTRY 117" 11'-1" -9'4" 8F16-1BNT 1843 250 1133 150 TOP OF BEM 23 OPENING AT COVERED ENTRY 117" 11,-1" 646" 8F16-1B/1T 3480 250 1880 150 TOP OF SEMI 24 OPENING AT COVERED PORCH $1" 8.411AM 9`-4" 8F16-18/1T 1843 250 1133 150 To 25 OPENING AT COVERED PORCH 81" 12'-0" 8F16.1811T 1254 150 723 100 rOrv-in OF 26 OPENING AT COVERED PORCH 105" 10'-1" 12'-0• 8F16-1B/1T 1254 250 723 1 150 TOP OF BEAM REVISION REVISION z m z W IL t=i noon ENs`� ?2 7087 rtN' E O :: *t 0...1OP BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Lf_ CID M O CQ c O = CD NLLiW U� ~ U) W U) 0 cv) W O W M "'mow B- LL O O LL IZ U CID ® d7 � M Lu CL O ILL LLF s CL J Ld 07 ® 1-- O :1 J f c ON ( s �'I SHEET BLOCK & LINTEL PAGE MODEL BRIDGEPORT 1 CUST. DRAWN MARK MONTALTO JR DATE 08/07/2020 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS e1rtL'.' •^'.':-d"'3+'.'kTiV--'r n. ..'S iiFR,:£%e5ti'£i£S.mnn5`fc'-FT'M.1:dMkllF'n:: FN:P. - ul ) r t. 52' 2" is 3RD 5RG. n k, 24' 8' 27' 6" 6' 8" 6' 4" T 2" 4' 6" 4' 0„ 12' 2" 4' "7 M W W n N Co w M N fD ✓ w¢ `� ¢ m m m m m m m m KE BEAM70 4+ EJ78 Hatch Legend'A -X = EJ72 0 5/ EJ7 AU 4' 5 r � 0 /2" x V11 „ EJ7 111_ 1 11 A. F. F 11 6 ON EJ7 EJ77 > >< x1 11 F 10 -1 A. F. EJ7 EJ77 E A 1 - C> >< (� � EJ7 � EJ76 LN EJ7 Q 1— 1 11 A. F. F uj LLB ,s 7 EJ7 � 00 xi EJ75 � V „ EJ7 F" C7 V x >< <O (� EJ75 TRUSS END DETAIL to n m EJ7 ua ox x O F— LU = EJ75 12 L0 W EJ7 PLUMB CUT OVERHANG � � CV n' � EJ75>< x > 6 � �° U5 f C4 1' 4" 8'-1" NG 0 M W 0 00 y EJ7 w M aI � EJ75 rNvN > X 4-1/2" -1" 9' " - EJ7 HEEL HEIGHT / C IF�} G) 0 0 0 0 0 0 0 0 7 2 O O EJ75 „ „ „ K. „ „ „ „ „ , „ ^ Li. _ EJ7 � n v 0 EJ7 rh EJ7 EJ7 In 1 0" ritvitVVtU ruh s ER ---- EJ7 vODE COMPLIANCE � E 7, 2„ , 0,° , 0,° ,° ST. LUCIE COUNTY ----- EJ6 ** �� }},�^>"� 5 s� o/� yIt 21`li/ $��. wvC 3 EJ7 ran > AHU 2 2 1/2„ D5� EJ7 0'->< LN o 1' 2 1/2" � ¢� ' j M11 D3 u � Iq o 00 Ulf EJ71 4 1 „ ^ D3 M Q D3 0 - CJ3 G1 D2 o N CJ1 G1 � oo t0 IInrV� G7 8'-1" CLNG n 00 M D2 6i J L (y N U W G2 N 4 e N W D2 1ST $IRG. '' D2 d D2 JOD D2 GO U) 1, U Cq 12' 4" 91101, 101411 L 13' 8" 18, 10" 19' 8" �� t F 52' 2" 1O VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO NOTE: SUPPORTING TRUSSAND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. FOR MISSED TRUSS CONNECTORS AT SHEET BLOCK WALLS WITH 1175 # UPLIFT OR O2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) TRUSS LAYOUT PAGE w fi LESS, (4) 1 4HTSM WITH X 1PROVIDE 4" TITIEN, AN1D (10) 10d. MODEL FOR MISSED TRUSS CONNECTORS BRIDGEP DRAWN 1 CUST. FOR TRUSSES WITH 1175 # UPLIFT MARK MONTALTO JR OR MORE, CONSULT ENGINEER FOR DATE ADDITIONAL TRUSS CONNECTOR OPTIONS 08/07/2020 j SCALE AS NOTED IFi SHEET NO. 08 OF 10 SHEETS i .'M-ri N!>::{4tf.tTFRa`i,�:46'v+Y,.'SY€«iiEL�`I LNn TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1)ALL ROOF TRUSSES TO BE DESIGNED BYTRUSS COMPANY'S ENGINEER. 2j CONTRACTOR TO PROVIDE ENGINEER. ,AND BUILDING DEPARTMENT WITi1 ENGINEERED TRUSS DRAWINGS BEFORE INSTAWNG TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY COMPANY. 4J CONTRACTOR 70 VERIFYALL IXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS 10 WA ki I=. �I CONTRACTOR: PSLPROPERTIES OWNER: THOMAS RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE 07 / 30 / 2020 CUT -SHEET DATE: 07 / 30 / 2020 REVISION REVISION z m a Y 0 a = CT Her �•-.�f TE OF r 'k BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 7087E I C9 z H W a O of O 0 h 16" X 3" TAPCONS @ 12" O.C. (TYPICAL) /2" REDHEADS w/ 2" DIA. X 1/8" WASHER L) T) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (1 V-0' X 8'-0" & 9'-0" X 8'4" 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 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 NO SCALE 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 @ T-0" O.C. (10d NAILS FOR WOOD FLOOR) NG FLOOR TYPICAL INTERIOR NON -BEARING ALL DETAIL NO SCALE Cl I EAVE ^ k 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/ 10-10d NAILS. �_� IIITF 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. @ 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS. MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1U NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.G. FIELD ZONE Q NAILS AT 4" O.C. PERIMETER AND 6" O.G. 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-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT. GALV MTL DRIP OVER (PT) 1 X 2 T' X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (3) OR (2) # 5 VERTICAL DOWELS W/ 30" LAP SPLICE PER PLAN FROM FOOTER ( SEE FOUNDATION PLAN) l FOR SIZE & SPACING ) (3) 16d NAILS (TYPICAL) CEILING PER 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 12 6 8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE 8" X 8" BEAM BLOCK W/(l) #5 BAR CONT. IN (3000 PSI) CONCRETE FILLED CELLS EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) XTURED STUCCO FINISH X 16" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 0 9/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 211X4" "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.0 �-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.G. 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. BODE COMPLIANCE UCIE COUNTY 12 6 PRE-ENGINEERED WOOD TRUSSES 2XPT BLOCKING @ COLUMN SIMPSON STRAP PER SCH. ll'-l" FROM FINISHED FLOOR 1 .0 SOFFIT PER DETAIL EXTERIOR CEILING TO BE 8" X 8" BEAM BLOCK STUCCO OVER WIRELATH W/ (1) # 5 BAR IN 3000 PSI W/ 11GA. 2" NAILS w/ 3/8" DIA. CONCRETE FILLED CELL. HEAD @ 6" O.G. OVER 8" PRECAST LINTELS 3/8" METAL RIB LATH @ 6" W/ (1) # 5 BAR FOR O.C. w/ (2 LAYERS OF 15 # OPENINGS &FILLED FELT OVER EACH W/ 3000 PSI CONCRETE FRAMING MEMBER) 16" X 16" BLOCK COLUMN STUCCO FINISH w/ (4) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH # 5 DOWELS w/ 30" MIN. LAP SPLICE VERTICAL DOWELS F7 FROM FOOTER FOOTING PER PLAN „� ,�- 16" X 16" ENTRY COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION $ 'm F � W l Y V d = " H(-, . XG , ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 oo HMV _ O LL (.0 N W CA W U) c')w0 M �XX Lo�W 0 U) W rn 14, M N I..V 41 L O LL 0 U 1— d J Q J J EL U) O T_ N ^ I..L SHEET DETAILS PAGE MODEL BRIDGEPORT 1 CUST. DRAWN MARK MONTALTO JR DATE 08/07/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS CMU W (SEE W CORRO7 PER APPLY PE BETWEE (SEE V c c 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, AND ANCHORED 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. 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. NOTE: 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 CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS L' Lele] billa T 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. >R BUCK DETAI 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 DOO 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 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. 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 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. 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 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES 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. HEVIEw to P"li t, %ODE COMPLIANCE Sr• LUCIE COU�r", EOCC HUr""', o.70b i3 -AI'E .sr BENCHMARK BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 0 w QO (� �MU k, 1:J Q CO O= N(_) LLI W U) w U 0 c''')WO W co 'oofw O O CL u- O uj cM Q w O `L U l J w ~ cn U H d J J m j cp U) ®N r N n W i SHEET��—..1 DETAILS PAGE MODEL BRIDGEPORT 1 CUST.' DRAWN MARK MONTALTO JR DATE 08/07/2020 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS