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HomeMy WebLinkAboutBuilding PlansDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED MOULTON RES. OCCUPANCY TYPE: R STREET ADDRESS : 000 BRADLEY ST., FORT PIERCE FL 34951 CONSTRUCTION TYPE: U 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 CURRENTLYADOPTEDAND 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 PARAMETERSAND 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 N/A LRFD END ZONE WIDTH : 5' 12 N/A 11. 6f 5 FT. 5. MEAN ROOF HEIGHT ROOF PITCH PARAPET' 6. COMPONENTS & CLADDING WIND PRESSURES USED! (PSF BASED ON 10 SQ. FT- @ 10' MRH ) + 20-5 + 20-5 + 20.5 + 35-5 + 35.5 + 22.3 ZONE1: ZONE 2: ZONE 3: ZONE 4: ZONE 5: GARAGE: - 32-5 - 54.9 - 80.7 _ 38.5 - 44.6 - 29-0 5 20 • N/A • 40 ALCONY PSF 7. DESIGN LOADS: FLOOR: PSF ROOF /DEAD . PSF ROOF !LIVE : PSF B DOCK: N/A PSF DECK: WA PSF STAIRS: N7A PSF FENCE: WA PSF RAILING- N/A PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 9 YES 10.DESIGNSOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED . AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: BOWDOIN G. HUTCHINSON, P.E. CERT.# & CO. CERT AUTH. 70878 BENCHMARK ENGINEERING DESIGN FIRM: DATE ADDRESS: 2481 SW MONTERRAY LANE, PORT ST LUCIE, FL 34953 000 DLEY ST, FORTI FIERCE FLOF',0A 34951 r E E R PLANa f. 311 kw s II " M 4 I *x I%qp E N G NCtiM EN Ii a [a(2- - 05;W FRE'VIEWED FOR -,ODE COMPLIANCE ST. LUCIE COUNTY BOCCE FILE COPY WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS &DOORS 185 SH FL # 17489.1 IMPACT 311 V A 1-1/4- MIN. tMBhD IAFULINS AT 2" / W O.C. WINDOWS N/A N/A NIA NIA N/A N/A N/A MULLIONS SEE ELEVATIONS + / - 120.0 MI WINDOWS & DOORS CM -18532 FL # 15353.9 N/A 1W X 1-1/4"MN. EMBEDTAPCONS PER CLIP t. BLOCK GLASS NIA N/A NIA NIA N/A N/A N/A SKYLIGHTS 11 NIA NIA NIA N/A NIA N/A WA h I e SLIDING GLASS DOORS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 1120 1130 / 140 FL # 22401.3 IMPACT (2 ROM) IN'X 1.414 MIN. EMBED TAPOONS I AT 5"/16.O.Q SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.1 N/q 1/4° X 1-1W MIN. EMBED TAPCONS AT IT' / 14" O.C. FRENCH DOORS SEE ELEVATIONS + / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.4 IMPACT 1/4' X 1-1/4" MIN. EMBED TAPCONS .. GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824/ 811 NOA# 18-0301.07 N/A EA16ED LAG sCREWB ONE PER BRACKE -_N HURRICANE PROTECTION N/A N/A N/A NIA N/A NIA N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A s I ) j ROOFING MATERIALS 80.7 105.5 GULF COAST SUPPLY 5_V CRIMP METAL ROOF FL # 11651.12 N/A PANEL FASTENER # 015 X 1-1/2° WOODGRIP WITH SEALING AND MANUFACTURING WASHER IN THE RIB OFTHE PANEL, 1/4" MINIMUM PENTRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB GF THE PANELAT 12" TO ROOF. STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND S' O.O. ALL PERIMETER OR ROOF NAME: POWDOIN G HUTCHINSON, RE SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO. 70878 AdOO 31I" 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 (NFPA70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ADDITIONAL NOTES 1) INTERIOR TO BE W DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. IN' THICK WITH (13 GAGE, 131W LONG,19164' HEAD; 0.09W DIAMETER, 1 V4' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 WS" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 15/8" LONG, 9/32" HEAD) SPACEDAT 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 1278AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWERAREAS. (PER FRC 702A.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 ACRITICAL 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 96D, 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 DESIGN LOADS IN ACCORDANCE WITHASCE7-10. 2 IVG--C-A--P-A-C�ITI' 20 00 PSF 3)ALL STRUCTURAL CONCRETEE9 S,LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE AMINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB I FOOTINGS TO BE CONCRETE WITH A MINIMUM 2600 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: " FOOTINGS: 3"BEAMS: 1 Y:"SUSPENDED SLABS: I IN' ' 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE IS MINIMUM IN SEAMSAND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPL'TING 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 I 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 0 6" D.C. PERIMETERAND FIELD. Ir 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. 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. 3THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402AA. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVEAN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402AA 5 CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL EPL DISPLAY CARD IN ACCORDANCE WITH FBC 2077 ENERGY CONSERVATION R401-3. ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2 A MINIMUM OF 75"/o OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE U S G G HIGH-EFFACY LAMPS ORAMINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES 1 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 LIMIT AIR 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 CIRCUITARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, s DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION e 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. tt\((![11 f N� s E C S, T. �. I a. Z D° 0 O C'j 0 Q Z Z Uj Z ® m z 0 0 < ULj IY 0: W Zuj J O W PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK & TIE BEAM SHEET 7 HVAC & PLUMB. SHEET 8 TRUSS LAYOUT SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 N/A SHEET 12 N/A PLAN SHEET INDEX J = ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O OPENINGAREA INTERIORZONE 0 END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Q 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF Q2 15 +35.4 PSF -38.5 PSF +35.4 PSF -47A PSF 3Q 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF a 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF Qe 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF s 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF 0 GARAGE DOOR: 16' X 7' _ +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-10 Ii.i I- z EXPOSURE 160-C REVISION REVISION O i z m %i w Y U W LL 0 11 r r7 OF • �U ij FS 0RID?- Al ENCalNLER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 SHEET ELEVATIONS PAGE MODEL ARUBA II CUST. DRAWN MARK MONTALTO JR DATE 10/2/2019 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS ■ ■ ■ ■ ■ ■ ■ ■ ;3 WALLCABINETS i 36" HI H COIi" SS ' 3 M 1 PH D III 341{2"TWEE WALL SD/C( / \ 11 — — — — — — — — — — — — — — — — — — — — — — _ Y J I I APEX OF VAULT SD/CO I I 8 `P% ` ELECTRIC PLAN SCALE: 1/4" = 1'-0" a? \/ ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT O GFIOUTLET q 3-WAY SWITCH $s SD/CO DETECTOR GFI 4-WRY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $p DOOR CHIMES PUSH BUTTON ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET w� SERVICE PANEL 110V OUTLET SERVICE METER r=_1 CEILING FAN 220V OUTLET LIGHT FIXTURE / \ \J 4-PLEX OUTLET ® Q WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH vo \ / CEILING FAN WLIGHT JUNCTION BOX RECESSED LIGHTR L. A/C DISCONNECT VAPOR PROOF x PHONE OUTLET T RECESSED LIGHT �"d TV OUTLET FLOOD LIGHT FLOOR OUTLET G%)- E. FAN LIGHT SCONCE PREWIRE Cf) 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 0 0�r WH n n< i? WH wl DRIP PAN & DRAIN LINE `\ ' we DRYER VTW W DC , ■' WPfGFI 160AMP FPL METER ELECT. PANEL UTILITY PAD ■ A/C COND. 4 ( 1 Ill: it ■ ■ 220V a -------------------- - - - � a - - - - --- - -) ■ I � I ELECTRICAL LOAD CALCULATIONS PER NEC 1 1271 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 3813 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 101 MISC. 5000 TOTAL: 39013 VA FIRST 10 KW a@ 100% REMAINDER 0 40% TOTAL: A/C HEAT (a 100% TOTAL: 31602.2 = 131.688 AMPS USE 150 AMP SERVICE. 240 10000 11605.2 21602.2 10000 31605.2 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR 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 FBCAND 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. 3#1/0IN2"C ELECT. SERVICE "EP" 150 12o1240v M 2 19 MBR 150A MLO 3#1/0 #6,2"C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION -'A' ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE REVIEWED FOR CODE COMPLIANCE ST 0-,IJCIE C011-INTY OCC t 5 REVISION REVISION Oz m t9 6 = v III T C H /ys G�NSE y pF ENGINEt BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 s L.✓<_ r Lo z � U O M I Lo O Jwc� W O W LLI Q. O LL ') L:i W M o W J L.T. CL W OU 0 J Ill a U W Q F— W w ' A (J, W Z W O U) O N SHEET ELECTRICAL PAGE MODEL ARUBA I I CUST. DRAWN MARK MONTALTO JR DATE 10/17/2019 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS i i rn u ++ c E r I a an �� 0 Z U a J II Z II . #5 REBAR FINISH FLOOR CONCRETE SLAB 0 M 41' -CONCRETE SLAB - — F. FLOOR FINISH GRADE ..l _ ,_ 7 _ _ . ° _ fV 1s^xis"xa" s^x1s" 1s"x1s"xa" — _ _ - �� ]I CMU COLUMN CMU COLUMN CMU COLUMN /° - W/(2) #5 BARS VERT. W/(2) #5 BARS VERT. W/(2) #5 BARS VERT. l°'.' - Z � 12" (2) # 5 REBAR 56'-0" CV 16" 11 (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS 3" COVER MIMIMUM. F2 INTERIOR NON-BRG. FTG. 24'-0" s'-o" BEARING FOOTING tr-8" 6" 1r-a^ F1 SCALE: 1/2" = 1'-0" SCALE: 112" 3F�F1,w -r p _.' ■' III #5 REBAR 7-5/8" CURB w � F o F-1 I M II• #5 REBAR ,I, FTG N FLOW FINISHBFI FTG I 4 CONCRETE SLAB O - 4'�" 3'-10" 4'-6" 5'. 4'-0" 4'-0" T-91/V 3'-7" I 2'-8" T-8" o F. CONCRETE SLAB iv FINISH GRADE M I I . .- - CONCRETE SLAB F. FLOOR ( Ilk IiEIX °� 4,-0„ (2) # 5 MINIMUM CONTINUOUS, FOOTING F-9 16„ 3" COVER MIMIMUM. (2) # 5 MINIMUM CONTINUOUS, 1rrsT I 4„ 16" 4 3" COVER MIMIMUM. -- ISO m " CURB SECTION EXTERIOR STEP I °� °' F3 SCALE: 1/2" = 1'-0" F6 SCALE: 1/2" = 1"-0" 410 LJ 1; #5 REBAR ro ; I, CURB LLLL �' n s-tole^ = ECESS @ SHOWER 19'-9i" t ' N VARIES FINISH FLOOR FOOTING REFERENCE ' I GRADE FFrc ; ; 4'" REVIEWED FOR - 13,_6" r - CODE COF Nr, , 'v - I �° ----- 81' ]`LI` (2) # 5 MINIMUM CONTINUOUS, , r DRYER �I wH i I VTW 3" COVER MIMIMUM. AHU , ,� `� 16 W D I I a j o SHOWER/CURB/RECESS SECTION n 4 5" FILE COPY A/C— cH 0-FOUNDATION PLAN RECESS SLAB 3-1/2" 1 "-O" BELOW FINISH FLOOF SCALE: 1/4" = 8" x 16" CMU COLUMN W/(2) #5 BARS VERT. SCALE: 1/2" = 1'-0" 9 O i+9 # 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 wl6' X 6" 10/10 W.W.I _. 4ri 8' X 8- FHA BLOCK WITH (1) # 5 BAR CONTINUOUS W X 8' X 16" CONCRETE BLOCK (MASONRY) QW > ALL CELLS FILLED WITH (3000 PSI) CONCRETE i FINISH GRADE eN- (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 16" TYPICAL STEM WALL FOOTING DETAIL n` F10 \ SCALE: 1/2" = V-0" BEND # 5 BAR INTO SLAB GARAGES FLOOR SURFACE 1)GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE. i` # 5 REBAR WITH 30' MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) W X W FHA BLOCK WITH (1) # 5 BAR CONTINUOUS 31 loll"IM11114. 8" X W X 16' CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ('SEE ELEVATION PLAN') (2600 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS', TYPICAL STEM WALL FOOTING DETAIL SCALE: 1 /2" = V-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" 1 011 3.)ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEELAND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. REVISION REVISION = m 0 W Y IL = O� GeNSF' y°&/pis O N 708 �,; 2 m I / A E F w ti Oc •. COW r �t IGIN R BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 W W - Lo z � U O M �; r LL O JW� 2 ® M� L` i%) 0 d o ® W 0. O 0. M LO W 0 L.J.. W J 0. _ IJJ O0 J H W a ULL i D Q J mow�// L 1- U) F- Z Ocn O N SHEET FOUNDATION PAGE MODEL ARUBA II CUST. DRAWN MARK MONTALTO JR DATE 10/17/2019 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS ■ FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR _ =C.M.U. 1518WBOTTOM GooGROUT jO ZFIELD ADDED #5 REBAR @ BOTTOM to(MIN. (1) REQUIRED) REINFORCING ACTUAL PROVIDED IN LINTEL 811 (VARIES) NOMINAL WIDTH - F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 Cad BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH QUANTITY OF #5 REBAR @ TOP NOMINAL HEIGHT - TYPE DESIGNATION uo ue. 81F28 8F24 8F20 8F16 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 0 16070 OHG DOOR 192" X 84" 84" 8'-l" 17'-4" 8F17-lB/lT 950 404 O 3068 41-1/2" X 83 8311 8'-111 4'-6" (R) 8RF14-lB/lT 5206 2525 OUT SWING DOOR 0 (2) SH-25 75" X 63" 8111 8'-1" 7'-6" 8F16-1 B/1T 2661 1634 ® SH-25 38"X63" 81" 8'-11. 4'4' 8F16-lB/lT 6113 2724 O5 SH-25 38"X63" 8111 8'-111 4'-6" 8F16-lB/lT 6113 2724 © SH-23 38"X38-1/4" 81" V-1" 4'-6" 8F16-1B/lT 6113 2724 76" X 83" 83" 8'-l" 7'-6" 8RF14-1 B/l T 2459 1462 (1) LITE SWSNG DOOR ® 2868 37" X 83" 8111 8'-11. 4'-6° $F16-1 B/1T 6113 2724 (1) LITE SWING DOOR O9 SH-1-132 27-1/2"X23" 81" 8'-l" 3'-6" 8F16-lB/lT 6113 3547 L-1 OPENING AT COVERED ENTRY 81" 8'-111 6'-6" 8F16-1B/lT 3480 1880 TOP OF BEAM L-2 OPENING AT COVERED ENTRY 81" 5'-4" 8F16-lB/lT 5365 2290 TOP8--1 BEAM L-3 OPENING AT COVERED PORCH 81" 8-1" 12'-0" 8F16-1B/1T 1254 .. 723 TOP OF BEAM L-4 OPENING AT COVERED PORCH 81" 8'-1" TOP OF BEAM 11'-0" 8F16-lB/1T 1366 - 798 L-s OPENING AT COVERED PORCH 81.1 11'-4" 8F16-1B/1T 1366 798 TO81.1-P OF EAM L-6 OPENING AT COVERED PORCH 81" 8-1" TOP OF BEAM 12,-0,, 8F16-1B/1T 1254 723 i i REVISION REVISION z m t~t w W K Y w H 1 i 'P 70878 G ST E Oh 4 �j /O P.L. rrj,ti!Ilti\' ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 (n 0L T— LC) z � U 0 M O J �LL� 0 JW� ®�� o Iwo 0 WW IL LL 0 0 CL eM Lf) W ry wJ LL CL LL O U J � n W a U LLj Q J � W ft �//�� VJ Z 0 C L O N SHEET BLOCK PAGE MODEL ARUBA II COST. DRAWN MARK MONTALTO JR DATE 10/17/2019 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS UE a! 0 0 MEORMU #3 12x12 AD1aaAle:�llwv-a 129cBn O 10x10 T 129 cfm r M S 10x10 T T 12B On r c 12x12 1ct BEDROOM 22 Ivv HVAC PLAN &P Lo a"v. ! DIi+91N 10x 10 YAVL7W GSIaWi6 117 cim T <- -3 y --• 10x 10 nw- 1.':,R• yfr y 110c1m � 181 aim )ff 4"` M. I g` f 4_I lox10 r 24x 18 m"w ✓ �! ' 1®x10 , t t.. 3186 cim %9 RQ�M NAULilE9UEYN0 4" 61aim ^M1LIF6r \�/ MASTER BEDROOM Fs8'PLAIIRYNg �8Ik3 $x6 , FOYER VALO.�m OEILINPJ 4AARAG ENT I 1'1'PLAT C®4N& FJ Performed for. ARUBA II- MOULTON RESIDENCE BRADLEY ST FT PIERCE, FL 34951 ,EQUIPMENT SCHEDULE CONDENSER— GSX16024 FRANKLIN MAX FUSE-30 M.C.A.-18 VOLT-230 N RAI NOTE C To 16e nest otmv 6oweaae mese pions AIR HANDLER— ASPT33C14A snd glees do campy with auapplieahla NOMINAL CFM 806 M.C.A.-7.1 VOLT-230 enaa & zan Fm lad eeirany MOTOR SPEED TAP 2 9u4@ IAechgnical. M C A- 54 MAX FUSE— 60 En®r9y calcuiaila ns dare uzld9 En-'y .HEAT-10KW Gouge— FleRes211i6& Right—J8 TDTAL ETU— 23;600 R ynt-Ja To the aummrked YCr31011 of 4he SEER RATING— 16 Sth epilfOn s1 thB ACrCA Now] J, Right J* computes the sizes of heating and cooling I AHR REF#— 201498266 t( 4E5 gn MG WO 5 Cn US tJSEa TV5iing r®dcntml uvac welpmeni THERMOSTAT— HONEYWELL T6 / PRQ9fl00 Ouck L)emgn d.e eemg Ri qni-oc . I REF LINES— 3/4 / 3/8 Rxj'4 OW Iv the micmcompuier verson of khB AGC9(id B4IhPp Of the AOCA N6lpual 0 for Reslden4"aI duci design .DETAIL CBMPLIES VdI1Fl FBC MECH 301.1 `t JhE66 pPn6 6n persede and YOId all pnsvwu6 I /� -� m�Da �xm�omm�nPcmz 1J' �' y Rlgns Ghtl 9p@C11Cgtl0AS ndii�ii^mov inns sr„� Ouct & gtiYa locatl4�q66 owner's request ar skrudulml. ITAY chmRe Me to limfkl>tions no, Fimmon usr I ALL CFN S ARE APPRb%9dATE, ACNN. CEAi f � /�n ncmrawur petlN VARIES UPON CRRREfYi Si�TIC PRESSURE or y ) NVAC SYSTEM I 4, CmN®EP&5ER &AlDW6d919d@EEPNL Air Conditioning Corp. LIG CAC1$1$0$1 WWWMECHANICALAC.COM NORMAN �'�'�°�,,Y� SAYRE ,�o :o'�',00s Scale: l : 75 Pagel Right -Suite Universa12019 19.0.12 RSU08784 2019.Oct 1510:51:51 ELSWtUBAII_GR MOIILTON 2019.rup 2°� , 211VTR -4: 1 N PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN'/,"NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. R FILE � f `� REVI510et� I V aTG C � Y v a = Cs � S E" y�I✓I O; °v 3 of FLQ�'��,�'�� BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878qqr W V/ U ® I4 f I ' M �w� 0 LL w J H a rcry �, W J W � Z z I i rA n L1� � CV SHEET � HVAC PAGE MODEL ARUBA it COST. DRAWN MARK MONTALTO JR DATE 1011$12019 SCALE AS NOTED SHEET NO. 07 � I 1 1F 10 SHEETS Q Lii I.I..1 < C7 Qu �i _I to _ S_ 56' 0" 26' 0" 24' 0" 6' 0" S✓� n o o w w w w 1 w w U o o CJ1 CA CJ3 \ CJ o i CJ CJ5 Hatch Legendu G. 3 w 9 G Es is 'S'✓s U Z3 U p .� �„ 11 CJ1 F 's -- 1 1 10 1021011voo 12 11 1 /4 5' 1 1 " TRUSS END DETAIL C,I n CJ3 s V J 0 0 o V0 0 0 o U 12 W x CJ5 PLUMB CUT OVERHANG 'r^ L /x 0 N , Z EJ 0 1D EJ7 4-16" HEEL HEIGM dr' V F" I « /1 a vt VLN . . U") i EJ 71011 2' 0 ' 0° 26' N 10' 0" T 0" EJ7 / EJ o X/ X EJ7 EDLULL ti EJ EJ7 ~ '^ w v,o 4 Q N EJ a { w m a 8'-1" CLNG N EJ7 x EJ N REVIEWED FOR W v 8' 1" CLNG - Q CODE COR, Q 3 EJ IC - EJ7 Vol M ST. LUCK ATTI STO EJ7 BO€ O EJ 1ST 5fRG. � /1 AU >y N < EJ7 CJ \N NUN V07 /r VCM 08 EJ7 1� 10' 10' 5' 4" 9 /4' CM N N N N �'N N EJ7 � ) L:i CJ1 > > > I= lF _ _ _ = 2PLY D01 �/� W o 0 0 0 o chi g o o E01 x D02 Q 2 U U U m m m m ¢ ¢ ¢ < ¢ ¢ ¢ ¢ CJ3 w 0 o . > o V-1" CLNG L D02 i0 O CJ1 �IVD r.. �7 W LL -� D02 � - ♦W_' U CV U U D03 � li �® d s, 30' 4" 6' 0" 19' 8" e 11 56' 0" LL V J W LU ' w W (J, h Z � 0 I..L P N NOTE: O VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTGR w/ (4) # 9SD X 2-1/2" TO FOR MISSED TRUSS CONNECTORS AT SUPPORTING TRUSSAND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16AS BLOCK WALLS WITH 1175 #UPLIFT OR STATED. VTCR SHALL BE INSTALLEDAT EACH ENDAND 24" O.C. MAX. LESS, PROVIDE "SIMPSON" HTSM WITH � (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS TRUSS CONNECTOR SCHEDULE FILE COPY TRUSS NOTES: 1)ALLROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANYSENGINEER. 2) CONTRACTOR TO ENGINEER ,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL IX/STING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PSL PROPERTIES OWNER: MOULTAN RESIDENCE TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 10 / 10 / 2019 CUT -SHEET DATE: 10 / 10 / 2019 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES D01 1ST & 2ND 1052 (1) HETA 20 1810 (8) 16d Doi CONT. 267 #PLF ()HETA20 1810 (9) 10d X 1-1/2" SEE GABLE END DETAIL 1 STRAPAT EACH END AND 48" O.C. VALLEYS CONT. 100 #PLF O MTS 16 1000 (14) 10d X 1-1/2" 1 STRAPAT EACH END AND 24" O.G. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALLOTHERSEACH BEARING <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING REVISION REVISION ? I d : a m F- c W Y U 6 = v ray �i/ / �1i�//! G E1p�NQSF TATE F � �4 t;7 BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 7087B k SHEET TRUSS LAYOUT PAGE MODEL ARUBA II CUST. DRAWN MARK MONTALTO JR DATE 10/17/2019 SCALE AS NOTED SHEET NO. 08 OF 10 SHEETS O z z W a it O r` 1/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) -1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER AL) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'4" & 9'4- 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 @ 2'4" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE �y ' e EAVE e \ �e \2 v \v 2 RIDGE w 2-. a_ 3 V �2` 2 1 \ 2 � a . y EAVE 12 6 PRE-ENGINEERED WOOD TRUSSES 2XPT BLOCKING @ COLUMN SIMPSON STRAP PER SCH. 8'-1" FROM _ FINISHED FLOOR SOFFIT PER DETAIL EXTERIOR CEILING TO BE 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.C. 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) 8" X 16" CMU COLUMN w/ (2) # 5 BARS VERT. w/ STUCCO FINISH (3000 PSI) CONC. FILLED CELLS. �— STUCCO FINISH (2) # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER FOOTING PER PLAN ENTRY & PORCH COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 9Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE IJ2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE ( NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE (3) 16d NAILS (TYPICAL) CEILING PER 7'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 19/32" 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 REVIEWED CODE COMPLIAl ST. LUCIE CODU BOCC FILE 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. REVISION REVISION O i F= CmC W Y U 6 = U UT CH Ot�' CLNSE',,/'Y�'ii pppd � N 7687 u E/hdl ill BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Cii ui Lo 4Z �U 0 `y) I J UJr LL 0 JW� G 0 O ::) W U) o ® o W ® � IL 0 0 LL w CL M W M LL 0 w 1 J LL CL LL 1 00 1..1.. i- U) F_ d O ® a U LL D Q J � W W Z 0 C L U) O N SHEET DETAILS PAGE MODEL ARUBA II CUST. DRAWN MARK MONTALTO JR DATE 10/17/2019 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS CMU IN (SEE W) CORROt PER% APPLY PE BETWEE (SEE V N N 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. 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. 1/8" 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" 7-5/8" 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 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 PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 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) NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" 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) � i i' 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS s� 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. wl 3116"TAPCONS 1-114"MIN. EMB. 4112"O.C. wl# 14 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. THEAPPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING I 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 FRAME$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. FILE Copy REVISION REVISION O = i CO c~i °W W Y C1 LL I = c� Hsc so i ©818 No o r`; I p p, F I o 'pO`l-.,FLOR\0- MEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 0 W/ 0r- Lo Z 0.) U O (f) L f�i— 0I D � LLJ O J W �OfU) ® 90-IL U) W O � 0. o O LL 0_ M LO Lid NT CM 4 Q L- . w U u) O LU z Q 1 R9 w Z O U) 1..1.. O N I i I SHEET DETAILS PAGE MODEL ARUBA II CUST. DRAWN MARK MONTALTO JR DATE 10/17/2019 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETSI N !, I HVAC PLAN 12x 12 BEDROOM # T !C Ill EGRE/ 128 cfm �a� l mAUTLa e�� MASTER 9LLIRC �9 9 10 x 10 �'.i- RATS' 121 cfrn !i T 'Z38, r \y 80 cfm 4 EE 81 cfim r . ^ r' 1 o x 10 ✓ TO nAl u 1E tiw 128 cfrn T ,, M , , ; a VAJ `, 12 x 12 z 8 z 4 EE r= ti 181 cfm 1 a;.. 8 ,. 1 Q . T 9lxfm .� -� x 6 1 � , O Y�Iij �.�- � ,. 29 cftn `"�N�,nnNvwvnnFwv,vvv,^/` EF i L, ✓, NJvvJ"v`N`�N'✓rvnn, V _� .r -,rN N'.�. --,Jlf'1:v': •.- t� �1+ 10 x 10 / T ; 127 cfrn s M 10 x 10 �,3q7 cam, - z ., f L ,.,� 181 cfin �� � fl 14 12 x 12rx'6 127 cfm Ili © 8 nAla CONE - Performed for: ARUBA II- MOULTON RESIDENCE BRADLEY ST FT PIERCE, FL 34951 GENERAL NOTES To the dssk of my knowledge these plons l specs da comply with all applicable codes �( Q017 nnrlda Building Code,Nechonlcul Energy calculoliol done using Energy Gauge— FhPro2010 & Right—S5 Ri91ht-J9 Is the automated version of the BiF edti®n of the ACCA Nanual J. .R1-pht—J0} romputoS 'rho slz4as of honking and cooling dealyn loQds and is thus used for sizing residential HVAC equipmenl — butt Design done usinq Rlgnk—IN Right —IDS is OIL FTC OC ompufe r Verslan Of the second edition of the ACCA Non'uul D for RsidentiUl duck design, s su ersede and void oll revious These ph n p p plans and speclficoi Dns Not & grille locatlans may changs due to avrner's request or structural limi0t osr ALL CFWS ARE APPROXIMATE, AUTUAL CFM VARIES UPON CURRENT STATIC PRESSURE OF HVAC'SYSTEM I aNDLER i EQUIPMENT SCHEDULE CON DENSER- 55X 16024 FRANKLI N MAX FUSE-30 M,O,A -18 VOLT-230 AIR HANDLER- AWT33C 14A NUMINAL CFM-8D0 M.C.A.-T1 VOLT 230 MOTOR SPEED- TAP 2 HEAT 10KN M.C.A 54 MAX FUSE 61) i TOTAL BTU-- 23,500 SEER RATING- 16 AHRI REF#- 201499266 THERMOSTAT- HONEYWELL T6 FRO9000 REF LINES- 3/4 / 3/8 III DETAI%�r. WITH FEIC MECH - 301-12 5� •• �\ m ❑sNNE F oR ON[UF T ME ER L➢EATON FN Ar nE DWM. fl f1E£fl3C'AL £PNIRACIPA MEfPI 4EMF5 � I ICI raoRcvFo- Fan auroaeR u�L 4 ! �WI1H NfICN PARE-11f5 F I , fl, I F�FflIGEF2kNl PIRNG TO Wr , _i l ,� SERVIfE Vd LV ESa EMIERNfL '. EgLIIRNENi SLIPPCRf F'/�p- � C DENSER MDJMnNG OMML I� I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE Copv IL `� RMAN Digitally signed by NORMAN SAYRE �a�\Y� �. °rate: 2020.01.30 �7 F� i C 10:44:04 -05 00 .`3cale: 1 /4" = 1110" I AN I CAL Pagel Right -Suite® Universal 2019 nlantttiueusauaw sxuwxi»?aya � Wxtazx .NN;:fl9 19.0.15 RS U08764 j OCorp.2020-Jan-3010-.42:52 ...ELS\ARUBA II GR MOULTON 2019.... LIC- CAC WWW.M ECHAN ICALAC.COM