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HomeMy WebLinkAboutBuilding PlansCONSTRUCTION BY PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 0.4 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW. PORTSTL UC/ECUSTOMPROPERTI ES. COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED GIACCONE RES. OCCUPANCY TYPE: R STREET ADDRESS : 5417 CASSIA 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 ASD NIA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT: 12.3' ROOF PITCH : 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF BASED ON 10 SQ. FT. @ 10' MRH) + + + + 19.3 19.3 + 33.6 33.6 ZONE 1: ZONE 2: ZONE 3: 19 3 ZONE 4: ZONE 5: GARAGE -30.7 -51.9 -76.2 -36.4 -44.9 WA 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD : 5 PSF ROOF / LIVE : 20 PSF BALCONY • NSA PSF DOCK: N/A PSF DECK : NZA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING • N/A PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS 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 DELAWARE AVE. FORT PIERCE FLORIDA 5417 CASSIA DR. FORT PIERCE, FL. 34982 PLANS AND ENGINEERING BY BENCHMARK ENGINEERING FDOH in St. Lucie County Environmental Health Site Plan Approved for Constructir- Supersedes All Previous Site Plans for OSTDS #56-5 - & Well # Date: 1 7 P w Revi er: , ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEWAFFIDA16T BUILDING PERMIT NUMBER: OWNERS NAME: TONYGIACCONE 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 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 NIA N/A N/A N/A N/A DOOR-C SEE ELEVATIONS +/-50 THERMA-TRU SMOOTH STAR FL # 20468.E N/A i/a'X 1MIN. EMBED ONS AT AT 33' & 7"/ 14.5"O.C. O.C. DOOR-G SEE ELEVATIONS +50.0 THERMA-TRU SMOOTH STAR FL # 20468.12 IMPACT 1/4'X 1MIN. EMBED ONS ATAT 3 3' & 7"/14.5"O.C. O.C. GARAGE DOORS NIA N/A N/A N/A N/A N/A N/A HURRICANE PROTECTION NIA N/A N/A N/A N/A N/A NIA ROOF VENTILATION - 80.7 - 180 TAMCO-COOL RIDGE CM -18531 FL # 4103A NIA FASTEN USING MIN. 0.125" SHANK DIA., MIN. OA10" DIA. HEAD, MIN. 2.52" LONG CORROSION RESISTANT ROOFING NAILS SPACED 24" O.C. ON EITHER SIDE OF THE RIDGE SLOT ONTO SHEATHING - ROOFING MATERIALS VOLT = 16OMPH VOLT = 194MPH OWENS CORNING ARCH. ASPHALT SHINGLE FL # 10674.1 N/A FTENERS FOR ASPHALTBE GALVANID STEEL, STAINLESS STEEL, ALUMINUM IORLES COPP R ROOFING NAILS, MINIMUM 12 GAUGE (0.105 INCH (3MM) SHANK WITH A MINIMUM 318 INCH (10MM) DIAMETER HEAD, ASTM F 1867, OF LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 3/4 INCH (19MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 39 INCH (19MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH ASTMF 1667 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: BOINDOIN G HUTCHINSON, P.E. SIGNATURE: ONPLAN 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 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 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 LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) cANDOWS, 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 E7 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)dol4 ED1fdI%'• • O TF 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES _nC5 J� HIGH-EFFACY LAMPS ORAMINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHT1 yf2E5E SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE RE Ems' TO BE HIGH-EFFACY LAMPS) ....,,,,,, 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE W DRYWALL FINISH. W W 2 0h;"8 : Z (n _ rp_ Z w D: Op w z O LLI z On z G\ a „111, ,.. Z Z LU = h C, C,N at Or 2 Z W m 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. 'A" THICK WITH (13 GAGE, 1 316" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 Y4" 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, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILSAND 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 SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM 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. REVIEWED FO STRUCTURAL NOTES UCIE COUNTY 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. a4A 4r V 2) SOIL BEARING CAPACITY: 2000 PSF (MIN,). 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAV�N� AMINIMUM 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 DAY. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. - 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: �/(0 /Zp2.4y FOOTINGS: 3"BEAMS: 1 WSUSPENDED SLABS: 1 Yi' 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 THI MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX 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 NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. w Z ®0 O Z Q C'i 4 U c i Z 1 j �7 ©-�z O @ Z O LLI Z J W D! W 4 O j PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN ELEVATIONS ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK PLAN SHEET 7 HVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 'Ll SHEET 10 DETAILS SHEET 11 SHEET 12 PLAN SHEET INDEX 58'-0" 16'-0" 27'-7" 10'-2" HOSE BIB - - ..._ _.._. _.. _ ___ - - 18"X16"X8" 78"X18"XS" I CMU COLUMNS CMU COLUMNS I yi TRUSSED ROOF PORCH W I 9-4*'' FLAT CEILING 1 J w zl IZ rl IF ¢I I� WI IV al la I I I I H� I I H SH 25 EGRESS j 7Q" STEP SH 25 EGRESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 80I TEMP. 11-LTTE PATIO DOORS ■ tr-10" iv REF. 11'-11'/." 10'-4Y4" - - - - - - - - , r - � N -- v LL F w t; ■ w M KITCHEN 60 E 1, m BEDROOM #3 LL c NOOK 9 4"FLATCEILING 3 'I z'-o 10'-0^ z'- -1"FLATCEILING 8'(�,4 I I o o q c 9L4"FLAT CEILING SINK '� DIN O � � 4 l I aP ■ N _ I N MASTER BEDROOM N I r i ----- '' " 4'-0" I m 8'-1"FLATCEILING I ---- 8'-3" 1'- ------ '� � I 9'-4"COFFER CEILING I PAN. I I -ml ------ L - - - - - - - - - - - fV 9R O�D�O ~ ■ 2X8C WALL �20/68 W116.OVERHANG 5'-11Y" 4'-0" 3'-3%" lII - - JlI N ym WCDRAWER 30. VAN. Ro STACK - - - - - - - - - - ro HALL N EDBATH M TH 8'-0" T-T------, 24'-11" 2UTILITY ROOMOrX22.5 RpDBSHELF ATnc 8'FLAT CEILING ACC. 0 3 ■ CLOSET H, LINEN i M 3'-9Y:" `~ o ■ a 5068BF 2668 7 GREAT ROOM a — ' 2+rrsrEP w 9'-4"FLAT CEILING myll� A.H.U. WASHERmO ■ k O LOCATION LOCATN)N M /�� w O a 103." u _ 2X6 WALL TILED SHOWER ■ rTfi 8'-6r^ FOYER vrn WH 10'-2%d' 1'-T/i" MAIN EGRESS O ■ i , BEDROOM#2 ■ I SH35 aiak34re"STEP I ■ i '` �` '• ■ tN 8'-1'FLAT CEILING © �2J %"�. '�4�r0AMP FPL METER 1 tS IW- ELECTr QANEL �UNDR GRND NOTE: i I I PROVIDE 1" 40 LINE ■ ■ '4'' '\ PVC DRAIN LINE l COVERED ENTRY/FRONT PORCH to i22^X54^Arrlcmc. F,ORAIRHANDLER 11'-1"17LAT CEILING l ' PULLDN.STAJR,' pJi1,1MBER TO RUN CHASE PIPE ■ ■ - - --P.C.LINTEL ■ ■ o ■ -------------- 1/ FROM AIC TO AHU ■ ■ ■ ■ I I--- '-; _ ■ ■ ■ ■ ■ ■ u l I n - SH 25 EGRESS STORAGE ROOM m ■ ■ W FLAT CEILING ZZ0 O■ ■ P.C. LINTEL ■ ■ PORT ST LUCPE PRO%RTI ESC RIGHT 2020 " ■ UNSET REVMDDEL ■ LL e' s" 9'-2" SH 35 0 W Lu 3'-er," n'-a" 2'-s'i" 20'-8" 13'-2" 24'-2" AREA TABULATION OCCUPIED A/C AREA: 1854 SQ. FT. GARAGE: 0.0 SQ. FT. FRONT ENTRY: 134.0 SQ. FT. REAR PORCH: 160.0 SQ. FT. TOTAL FOOTPRINT: 2148.0 SQ. FT. SCALE : 1/4" = 1'-0" OPTION "A" 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) o FIBERGLASS SHINGLE ROOF OVER 30 # ROOFING FELT CONT. ALUMN. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED 1L=, SPRUCE FASCIA .• VENTED STUCCO SOFFIT 1:c (SEE DETAIL) STUCCO FINISH - VERTICAL REBAR TIED TO DOWEL -41 & RUNNING INTO BEAM BLOCK;% Cdc Lo"MC • IN 3000 PSI CONC. 1. VERTICAL DOWELS r w/ 30" LAP SPLICE ?I? FROM FOOTER. SEE FOUNDATION PLAN) 7I� FOR SIZE & SPACING ' II; 0'-0" TOP OF SLAB � ?;• GRADE 4 11 a,,� 3i > 140 6 / /'—R-30INSULATION SOFFIT DETAIL NO SCALE � - — - — - — - — - — - 1/2" DRYWALL @ CEILING (TYPICAL) (2-ROWS) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS O W/ (1) # 5 BAR FOR ALL 0 DOORAND WINDOW OPENINGS -1 & FILLED W/ 3000 PSI CONCRETE 0 �w 1 "X 2" P.T. FURRING STRIPS cn @ 16" O.C. WITH FI-FOIL Z INSULATION R-4.1 aD 2 1/2" DRYWALL w (TYPICAL) w 8"CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) W/ 6 X 6 10/10 WWM OR FIBERMESH _. v TYPICAL WALL SECTION (CONCRETE BLOCK I LINTEL U-BLOCK CONSTRUCTION) NO SCALE REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY I3OCC 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) REVISION REVISION O z m Lu Lu Y IY W IL O 110 NUS�Tc-y�ti�; NO 70R7 : Z iill.7/ �r E ATE F -FL OR .- BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 W LLI N Z fY�U O U �MC(O 4 NN 0 v U) w 1..1 ��x rLL^I V) Lei W O IL O ^01� I..L V J Lo 0) W O • &MIlII l J LL LLJ OD J W a ULL J J � W ft �/^, �/I ZZ G 1..� O N SHEET FLOOR PLAN PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR DATE 03/03/2020 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS +1- 16'5" TO RIDGE 12 6 F.F.E. 0'-0" BRG. HT 9'4" BRG. HT 8'-1" 23 FT OF RIDGE VENT 12 6 ���IIIIII FRAME DOWN BELOW FACIA (TYPICAL)ALL SIDES c " 114 �\� UN@ . ■ ■■■■ ■ IIII IIII � ■�■ NEON MEN OPENING I.D. m i ■■■■ i - - - - �_ ■■■MI MEMO �■ SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" OPENING I.D. C 31 OPENING I.D. B 31 23 FT OF RIDGE VENT OPENING I.D. A 31 - BRG_HT. 9'-4'_ - - BRG. HT 8'-1"- - F.F.E. 0'0" BRG. HT W-l" BRG. HT 8'-1" F.F.E. 0'-0" _ - _ - - - -1-�_ F.F.E_ 0 0" - - E : 1 /4" = V-0" SCALE: 1/4" = V-0" BRG. HT 9'4" BRG. HT 8'-l" F.F.E. 0'-0" CALCULATE ATTIC VENTILATION CEILING = 2148 SQUARE FEET 2148/300= 7.16 REQUIRED VENTILATION 230.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 35.1389 SQ. FT / 2 = 17.6 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 17.6 SQUARE FEET> 7.2 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6" X 22"SOFFIT VENTS @ 72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 606.2 EX #2 7.160 X 40% = 2.864 SQ. FT. OF RIDGE VENT 7.160 X 50% = 3.580 SQ, FT. OF RIDGE VENT RIDGE VENT 23' LINEAR FEET OF COOL RIDGE VENT (18 SO. IN./ FT.) = 2.875 PROVIDE 23 LF OF RIDGE VENT ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENINGAREA Q INTERIORZONE Q ENDZONE(NOTE#1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Q 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 3Q 20 +33.4 PSF -36.2 PSF +33.4 PSF -44.6 PSF aQ 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 Q6 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF 16 X 7 OHD +28.2 PSF -31.5 PSF 1. DESIGN PRESSURES PER ASCE 7-10 IZO EXPOSURE 160-C - _ - BRG_ HT 11'-V - _ - BRG. HT 8'_1" F.F.E. 0'0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE C BOCCE BRG. HT. 99_4_ REVISION d O t z m C W y W = d HU N�.7 BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, RE REG. # 70878 C6 C ��W// LL W N 00 U O ®M(0 v ) � E 0 UVU) r-- W O aW U) O LL CL a 1..Ps M U7 W M 0 LL p W LL LL ® D J F- n 1..� F- Wo a U LL J J � W Of ♦/�� Vl W Z f, E L y :11 SHEET ELEVATIONS PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR DATE 03/03/2020 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS [AB Idol IIIIII 1■1 101 _- REF. ----------------------; W e= --rt• SINK 8 DMP. DW , II I SD/CO I I ®- - - - ATTIC ACC. ' 1 . ''r• � D f r I I ■ LL AVIRk \ ■ I I ■ ■ I I r ELECTRICAL SYMBOL LEGEND SWITCH , THERMOSTAT D GFI OUTLET Q�% SWAY SWITCH d¢� $3 SD/CO DETECTOR ® GF/ 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PUSH BUTTON ❑! ALARM PAD p GARAGE DOOR OPENER WP-GFI OUTLET Wal SERVICE PANEL ■� 110V OUTLET SERVICE METER CEILING FAN 220V OUTLET q®) LIGHT FIXTURE 4-PLEXOUTLET WALLMOUNTED SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE SPECIAL PURPOSE ® w/PULL SWITCH CEILING FAN w/LIGHT JUNCTION BOX ® RECESSED LIGHT A/C DISCONNECT E3' VAPOR PROOF PHONE OUTLET T RECESSED LIGHT V TV OUTLET ,r�A FLOOD LIGHT Cb FLOOR OUTLET c E. FAN LIGHT Q® SCONCE PREWIRE NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA72 ELECTRICAL PLAN SCALE: 1/4" = 1 '-0" OY 1'Y Yi 4� PPWH ) �r UyNC% ' n C 1 .��2POAMP ELECSPANEL I ATTIC ACC. cc WP/GFI 3 # 3/0 IN 2" C ELECT. SERVICE EP" 200 120/240V M 2 19 MBR 200A MLO IF 3 # 3/0, # 6, 2" C # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER I DIST. NOTE: USE ALL COPPER WIRE NO SCALE LLI aV uj LL C W w i ELECTRICAL LOAD CALCULATIONS PER NEC 1 1854 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5562 VA 2 (2)20AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 1 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40762 VA FIRST 10 KW @ 100% REMAINDER A 40% TOTAL: A/C HEAT aQ 100% TOTAL: 32304.8 = 134.603AMPS USE 200 AMP SERVICE. 240 10000 12304.8 22304.8 10000 32304.4 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2)AMINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONEDAND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOADE 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. REVIEWED FOR s 4 o: FILE per .,. REVISION REVISION O z m c~i W °w Y w d tzi NSF 0878 7iv0 = .Z= *_ P '••.LOR...Al """" ft R BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 W 0. W 00 U O U oM� Q 4 U) W 0vvNU) L L. � r"' W O w - (L U) O LAW IL O U) Lf U) WTT TT LL p W LL CL LLj O� J W a U LL } W ' A (J, W 0 I.eE✓ O U) CL O N SHEET ELECTRICAL PAGE MODEL SUNSET CAY OUST. DRAWN MARK MONTALTO JR DATE 03/25/2020 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS c a r Z II #5 REBAR O M 4" CONCRETE SLAB ii F. FLOOR FINISH GRADE - — — I /° s FRI��--. FINISH FLOOR Z (2) # 5 REBAR " (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS 04 16" 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/p2" = 1'-0" III #5 REBAR Z IIII 75/8" CURB II O M CONCRETE SLAB 4" FINISH GRADE 7 CONCRETE N � (2)1 "6" # 3COVEMINIMU MOM MUM CONTINUOUS, 16" 4ee F3 CURB SECTION SCALE: 1/2" = 1'-0" # 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 _J� J* 5 13AA—w6 (E 4 ! a"O .e . FINISH GRADE ( "SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS BEND # 5 BAR INTO SLAB - CONCRETE SLAB INTERIOR �NON-.BRG. FTG.SCALE: 1/2=1'0 Z II #5 REBAR O M M � CONCRETE SLAB F. FL,OOR (2) # 5 MINIMUM CONTINU 3" COVER M M MUM OUS, 1 see I4e1 F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" I I I VARIES I pee I V FINISH FLOOR I - i" TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = 1'-0" # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE REVIEWED FOR FILLED CELL. (SEE FOUNDATION PLAN FORLOCACIDDE COMPLIANCE ST. LUC1r- , 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS G STUCCO FINISH 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE E #57 6AWS- @ A'-O*O.L, FINISH GRADE ( "SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = 1'-0" FILE COPY REVISION REVISION O i �t u0i Y w vi = Ca eeutegeUpepq. T cy''L'-. ' S 00 - y .:o 1 STPTE 01-•'•� B,Qd IINARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 LIJ w N Z �; rn U 0 Ur c v, L.L I L 0 UU� ® r_ �u O CL qt x (W w 0 L 0— 0 IL M Ln Wvt Ch LL p W J LL LL OU D H CO F_ W af a U La J ee� w Of rn V / Z O C L O IT CV SHEET FOUNDATION PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR DATE 03/30/2020 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS 3'-8Yd' 13'-2" BLOCK & LINTEL PLAN SCALE: 1/4" = T--0" 8'-l" BEARING HT. 9'-4" BEARING HT. j11'-l" BEARING HT. 17,$„ 24'-2" 9'-2" 58'-0" 4'-6" 7 5/8" ACTUAL FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR C.M.U. GROUT FIELD ADDED #5 REBAR c@ BOTTOM (MIN. (1) REQUIRED) BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 REBAR Q TOP NOMINAL HEIGHT TYPE DESIGNATION NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE BETWEEN OPENINGS LINTEL (CONTRACTOR TO VERIFY) OPENING € MASONRY OPENING TYPE BOTTOM WALL LINTEL LINTEL COMPOSITE SAFE GRAVITY APPLIED GRAVITY SAFE APPLIED UPLIFT UPLIFT CODE OPENING OF BEAM ' HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD Q SH-35 41-1/2"X83 96" 8'-1" 5'4" 8F16-1B/1T 5365 200 2290 100 o 75" X 96" 96" 9'-4" T-6" 8RF14-1 B/1T 2459 550 1462 200 OUT-SWIINBG DOOR 0 SH-35 41-1/2"X83 96" ; 9'-4" 5'-4" 8F16-1B/1T 5365 500 2290 200 ® .......... " SH-25 38 X 63" 81 8'-1" 4' 6" _ 8F16-1B/1T 6113 150 2724 100 O SH-23 38" X 38-1/4" 81" 8'-1" 4'-6" 8F16 16/1T 6113 150 2724 100 © SH-25 38"X63" 96" 9'-4" 4'-6" 8F16-1B/1T 6113 950 2724 600 0 soao 75" X 96" 96" 9'-4" T-6" 8RFWI B11T 2459 500 1462 200 II I LITE SWING 000R SH-25 38"X63" 96" 9'-4" 4'-6" 8F16-113/1T 6113 550 2724 250 O9 SH-H32 27-1/2" X 23" 81" 8'-1' T-6" 8F16-1B/1T 6113 150 3547 100 L-1 OPENING AT COVERED ENTRY 117" 11'-1" 6'-6" 8F16-1B/1T 3480 400 1880 200 TOP of BEAM , L-2 E OPENING AT COVERED ENTRY 117 11'-1" 9-4" 8F16-1B/1T 1843 100 1133 100 TOP OF BEAM L-3 OPENING AT COVERED ENTRY 117" 2'-10" 8F1B 1B/1T 6113 200 4460 150 4. TOP _ REVIEWED FO L4 OPENING AT COVERED ENTRY 117 11'-1" TOP OF BEAM 9'.4" 8F16-1B/1T 1843 -&D �/q /�� 5Q/� db M`.IPUPA...... /� CE PENINGATCOVERED ENTRY 117° F81EAM 9' 4" 8F16-1B/1T 1843 Sq'" UGIE C04J Y roP L8 OPENING AT COVERED PORCH 96" T 10'-6" 8F161B/1T 1533 B00 9®C400 L-7 I OPENING ATCOVERED PORCH 96" 9-4, 14'-8" 8F16-1B/1T 1370 200 519 100 i TOP OF BEAM .... __ _ L e OPENING AT COVERED PORCH ...___. 96" 9 TOP BEAM '- F B 10'-6" 8F16-1B/1T 1533 600 914 400 FILE COPY REVISION REVISION z m I.t W w Y a C1 y SE O= �. ,I0�1 2p.•Z D BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 vJ NW 6.L W00 N �oU O OMo CO U Q U) � C� UV� I �O W qtILX U) Lo I- I.0 0 LL Of ♦♦ ) ^^ V M a) w Wcf) 0 O Lu J LL M LL ® 0 J ^ cn w a W Q J } W fr Z O C L N SHEET BLOCK & LINTEL PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR DATE 03/30/2020 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS REVISION REVISION LLI N'v .... E 0 96 cc LLJ FL ZpojitR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 7e'7.^ Lu a� LLJ 04 z 00 (3) 0 RT co (o U ¢„w uji 0� L) D OE U) Lu 0 Q. Lu EL- x c/) maw O LL 0 U) cr) 'IT CY) 0 LIJu- -j ui U) 0 a_ D z .J in— Lu w 10 ^ w z 0 U) c:) N SHEET HIVAG PAGE MODEL SUNSET CAY GUST. DRAWN MARK MONTALTO JR DATE 03/30/2020 SCALE AS NOTED SHEET NO. 07 10 SHEETS REVISION REVISION $ 'm �i w W Y C1 LL = SE �• BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70876 58' 0" 14' 5" 16' 0" 27' 7"OF w w Hatch Legend CJ1 CJ1 F CJ CJ3 8°-1 " A. F. FCr uj- - 7 o CJ5CJ5 b 2, 6„Ix 9°-4" A. F. F G 2� 1 2' 6" M ❑ ti� nm m m m 8- CL G 4 U IN v ci 0 00 0 1 RA E EAM RAK B CJ2 o CJ2 c� V1 ¢ , O„ mm CJ4 CJ4 v rn EJ6 KKEJ6 W 3 N L.L EJ6 a ¢ EJ6 TRUSS END DETAIL W N x < >< a K x � EJ6 EJ6 Z ( V [>< r 6, Z11 , 01, 1 8IT - , 11 [� I ' 0" 0" " 0" ' 0" ' ko. " 2 " - " D' " " 0" 6 2 PLUMB CUT OVERHANG 12 Q EJ6 6 ' 1 M Co EJ6 - - V J EJ6 Q EJ6 XZD 0 4ELH � � W o �J i0 N h HEEL HEIC=HT ' ` U) N EJ6 <>< K\EJ6 (J v, ) tiW_0 qr o EJ6 8' 1" LN V > /K: EJ6 n - (L X v, W ® LL M p EJ6 EJ6 h 1'-0" n M LL /V4 EJ6 O X K EJ6 AHU (,L EJ6 Fx DRY V5 VEN EJ6 /�K\V6 � rJT EJ6 V8 EJ6 $R .� N N N N N N N N N N = x x x x x x M K1 1 V / m IT ST $RCs ND 8R IV-1" CLNG K2 8'-1" CLNG D2 1 1 1 M L HTU26 K3 2N0 BR LLI in io > D3 Q EJ3 EJ J1 w H K4 CJ5 '^ I^ CJ5 0 LL CJ1 CJ K5 CJ3 o nn .- � ^ CJ3 L.L W U w wM w CJ1 ® j w w w u ✓� K6 CJ1 J 3' 0" _ _ 0 3' 0" ZZ ZZ y w w w w w 3 U �� LL W a U L41 13' 2" 3' 8 1/2" 8' 6" 9' 2" 20' 8" Z 58' 0" N J Of w REVIEWED FOR � ~ Z CODE COMPLIANT-,"-� 0 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. ST. LUCIE COUN �', ,a.�e"'c" ® U) r O �1 VALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO SUPPORTING TRUSS AND (3) # 9 SO X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS1 B AS N STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. O2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) '� COPY SHEET ® TRUSS LAYOUT PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR NOTE: DATE FOR MISSED TRUSS CONNECTORS AT 03/3012020 BLOCK WALLS WITH 1175 # UPLIFT OR SCALE LESS, PROVIDE "SIMPSON" HTSM WITH AS NOTED (4) 1/4" X 1-3/4" TITEN, AND (10)10d. SHEET NO. FOR MISSED TRUSS CONNECTORS O� FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS OF 10 SHEETS Lry L TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1)A CONTRACTOR: PSL PROPERTIES OWNER: GIACCONE RESIDENCE TRUSSMFGR: BUILDERS FIRST SOURCE 1¢ 0 z z W D_ of O d 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 (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) GATT INSULATION TRUSS BOTTOM CHORD F 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (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) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 02 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EAVE ROOF SHEATHING NAILING ZONE # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN U) FILLED CELL CONTINUOUS W TO FOOTINGS. x CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE (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 " 19132" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA WALUM. 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. PERIMETER AND 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. 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/(2LAYERS OF 15#� FELT OVER EACH FRAMING MEMBER) 2XPT BLOCKING @ COLUMN STUCCO FI 12 �6 PRE-ENGINEERED WOOD TRUSSES MPSON STRAP PER SCH. I 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 REVIEWED FOR 16" X 16" X 8" CMU COLUMNCODE COMPLIANCE W/ (3) # 5 BARS VERT. w/ ST. LUCIE COUNTY (3000 PSI) BOC:C CONC. FILLED CELLS. STUCCO FINISH (3) # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER G PER PLAN ENTRY & PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION a m t~t I; w Y 9L a d V U TChy ',,. GINS • /�ii' OF AN . FLOR••'�� BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Lu of W N Z ��U O U oMCD Q U) LL LU 0 UV� 0° O W q�X Lo W O LL n- o w EL V i M Ln O) WIrt Ch O W -' LL I..L W O� J H W Uw Q W ly s) (f W Z � LL U) o N SHEET DETAILS PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR DATE 03/30/2020 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS CMU W. (SEE W) CORRO! PER 1 APPLY PE BETWEE (SEE V e r cl 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 NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. ETAI L NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRYw/MIN. 1-1/4"EMBEDMENT PER PRODUCT APPROVAL 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 (81, SILL AS MANUFACTURED BY CAST-CRETE (ORE QUAL) 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 IDING G FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1"X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1.1/2' CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. ICK 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) EXTERIOR DOOR B 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 INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL IL FILLED CELL AT JAMB BLOCK (TYPICAL) I 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS 1 T 0101111:1L51 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4AND 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. i FILE COPY E REVISION REVISION O = CO c~i °w I; Y d W w = ob 0C �. w ' F1 0..• ��=' A9�FESSION��"A ` ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 VJ W Of W N Z � O pM(o Ur Q Q W�w 0 LJJ UV� O�O W -ELX U) w O LL O tY EL M LO Q) W ItT M 0 LL. of p W J LL l Ll O U J � n W a Uw � g W Of r� V ! w Z O T- rO d' N SHEET DETAILS PAGE MODEL SUNSET CAY CUST. DRAWN MARK MONTALTO JR DATE 03/30/2020 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS O 0 O h b 14' 5" EJ6 .:.. T EJ6•rm,,,� E.16 axzriiiiiinizxary iriiiiiz zzzi zz;, EJ6 y EJ6prn1 L2 �n h EJ3 CJ1 o w w w 31 011 131 211 58' 0" 16' 0" co to to co tiV U U U w w U U a a a CJ 1 CA �.::.CJ3 CJ5 i, -CJ5 G2 ,,.... ;;..: .F. G1. 8, 111.:CL .G _ N N N C7 V to CD r— 00 Q Q Q U U U U U U U UU U 4 imp C:: az smr>�va.✓i.�i3y� ✓m ay%�iirFYiil�v%ri� ia�rni�rsai� d � A' � � � i'. _ � / CD �J Q •. - .01 21 On v. V2' • � � j a /< Q x �C QLLY \ \✓ Q �:. / / n 1 n . ''•, rl•.... 1• ''•u n •`' 1 .•r n '•1 n 1 n •r, „ •. I J t70 :.iX \\/ >\ 61 2" o :o: o .., 0 a^ o...' o 0 4 Q i.fln r' , ' 1 Or 0y r / On 1 0,1IA r On E� - rnaaaxn�:r� K1 � :, --;zsa--. ---. -e;;nsst�,�- - 4�zzmr�r,.ir�cm ,n�afr, 11"-1" CLNG K2 HTU26 K3 N ` H K4 3 w ,. r s�^.a o sa=��xuo.�.csverrmrz�errr @+!ie;.: X $: K5 U w W w 21 611 1' O 0 ,-q H atch d VA ,sry c ,J cMIEN K R, OF TRUSS END DETAIL PLUMB CUT OVERHANG 12 67 O 4-3/16" N HEEL HEIGHT 0 M ML: V! vvau r vri CODE COMPLIANC ST° I UCIE COUNTI BOCC FILE Cop, APPROVED -�--, C) APPROVED CORRECTED C] RMSE AND R6swwr --- [� FOR YOUR 0WORdgATitNf AND USE Ci INCOMPLETE WBRI 17AL C7 NOTAPPROvED Checking is noon oDmapt off` Ift +lee design inin WAI the Contsti� is, Fdr. _ to be cars in x ! siw. for and kr Date • � 111 1111p1 MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C ReturnedBefore Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To "TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING w BEEN ACCEPTED. r; TCLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF L^; Date TOTAL: 37 pSF I' TOTAL: PSF F DURATION: 1.25 DURATION: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT GRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Net Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: PORT SAINT LUCIE PROP RES: GIACCONE MODEL: SUNSET CAY ADDRESS: 5417CASSIA DR LOT / BLOCK: -- COUNTY: ST LUCIE CITY: FORT PIERCE DRAWN BY: JIL JOB # : 2284382 DATE: 03/21/20 SCALE: NTS REVISIONS: 1. 2. 3. 4.