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HomeMy WebLinkAboutFDOH House Plans5204 HICKORY DRIVE FORT PIERCE, FL 34982 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Digitally signed by PaUI Paul Welch Welch Date. 2021.07.23 13:01:38 ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL 9P WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE, 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES • r L4o. 29BJ..g •.� a 's �-U �-U �--U � ® 1) ALL ELECTRICAL WORK SEAL BE IN ACCORDANCE WITH THE NEC 0) 2017 EDITION. ST65E GF a 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED mum TO BEHIGH-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 BACKUP -ARC FAULT CIRCUIT PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED MASSARDA RES. OCCUPANCY TYPE: R STREETADDRESS : 5204 HICKORY DRIVE 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 CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 16 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: 6/12 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 20.5 ZONE 2: + 20.5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE 5: + 35.5 GARAGE: + 30A 32.5 - 54.9 80.7 - 38.5 47.6 33.6 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD : 5 PSF ROOF/LIVE: 20 PSF BALCONY' NZA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NZA PSF FENCE: NZA PSF RAILING NZA PLF / CONCENTRATED 8, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOTAPPLICABLE EXPLAIN WHY NOT) 9, IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOTAPPLICABLE 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: PAUL WELCH SR., P.E. CERT. # & CO. CERT. AUTH. 29945 PAUL WELCH INC. DESIGN FIRM: DATE: ADDRESS: 1984 S W. BILTMORE ST. PSL FL. 34984 PAUL WELCH INC. 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) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ST LUCIE COUNTY, FLORIDA PLANNING &DEVELOPMENT SERVICES DEPARTMENT BUILDING&REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: PROPOSED AfIASSARDA RES, 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 N/A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SLIDING GLASS DOORS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 120/130/140 EGO FL # 22401.3 IMPACT 2 ROWS) 1/4"XT6111 MIN. EMBED TAPCONS AT 6" / 16" O.C. SWING TYPE DOORS SEE ELEVATIONS +/_ 67 THERMA-TRU SMOOTH STAR FL # 20468.1 IMPACT 4" X 1-1/4" MIN, EMBED TAPCONS AT 6" / E O.C. FRENCH DOORS N/A _ GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 73W6 FL # 15371.5 N/A 5/16" X 1-(O MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA N/A N/A N/A ROOF VENTILATION -54.9 -180 TAMKO COOL RIDGE FL# 4103.1 N/A FASTEN USING MIN. 0.125" SHANK DIAMETER, MIN. 0.410" HEAD DIAMETER, MIN, 2.5" LONG CORROSION RESISTANT ROOFING NAILS SPACED 24" O.C. ON EITHER SIDE OF THE RIDGE SLOT ROOFING MATERIALS 160 194 OWENS CORNING ARCH. ASPHALT SHINGLE FL#10674.1 N/A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE (0.105 INCH (3MM) SHANKWITH AMINIMUM 316INCH (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 314 INCH (19MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 314 INCH (19MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667 (6 PER SHINGLE) 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 : PAUL WELCH SR, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 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 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. ADDITIONAL NOTES 1) INTERIOR TO BE'/," DRYWALL FINISH. 2) AI-L INTERIOR GYPSUM BOARD TO BE MIN. %"THICK WITH (13 GAGE, 1 3/8" LONG, 19/64"HEAD ; 0.098" DIAMETER, 1 '/." 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 NAILS AND 12" O.C. FOR SCREWS. 3) �"ALLY AT SHOWER TO 8E 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' RECOMMENDATIONS AS HACKERS FOR WALL TILE IN TUB AND SHOWER AREAS P!vD ViALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 8 FRC 702.4.2). 4) W'ALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. CEILING FINISHES SHALL HAVE AFLAME -SPREAD CLASSIFICATION OF NOT GP.�-PTER THAN 200. 6) A.i � EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RACIANT 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. un 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB /FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN' FOR SIZES & STEEL REQUIREMENTS, 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 '/:"SUSPENDED SLABS: 1 '/," 6) LAP ALL REINFORCING STEELAMINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR ALL I5 TO BE NAILED WITH tOd 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) ALL LINTELS SHALL HAVE A 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 3I8" fd HEADO.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. 15) R606.2.1 CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR LOAD -BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR CONCRETE FACING BRICK. 16) R606.2.7 MORTAR EXCEPT FOR MORTARS LISTED IN SECTIONS R606.2.8, R606.2.9 AND R606.2.10, MORTAR FOR USE IN MASONRY CONSTRUCTION SHALL MEET THE PROPORTION SPECIFICATIONS OF TABLE R606.2.7 OR OR THE PROPERTY SPECIFICATIONS OF ASTM C270. THE TYPE OF MORTAR SHALL BE IN ACCORDANCE WITH SECTIONS R606.2.7.1,R606.2,7.2 AND R606.2.7.3 17) R606.2.11 GROUT GROUTS CONSIST OF CEMENTITIOUS MATERIAL AND AGGREGATE IN ACCORDANCE WITH ASTM C476 OR THE PROPORTION SPECIFICATIONS OF TABLE R606.2.11. TYPE M OR TYPE S MORTAR TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO PRODUCE POURING CONSISTENCY SHALL PERMITTED TO BE USED AS GROUT. IIL W Z W y�mm W � Z �watmJ� 'I J W rn u~iW Z aQ�m�0 a U) W Z Q 0 N O O Q N � � N Z Q U Z m Q Y Z d O�aa� � � d W r rn PLAN SHEET INDEX COVER SHEET1 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 m 10'-10" 6'-0" 4'X6'SLAB ONLY STEP O soya sco NB O SH-23/TEMP. O ' SH-25 EGRESS DW APRIN SINK '-1" FLAT CEILING � ' MASTER BEDROOM 8'-1" FLAT CEILING ■ LI 0 Pn ED R; REF. 5'-10" N a GREAT ROOM " � � 8'-1" FLAT CEILING ■ WARDROBE fD 0 MASTER 15'-0'/+" 61_0,l in N BATH O ® WC ILED SWI ROD &SHELF — ffi _1/2" STE ■ t�jIL��I ■ 5'-4" I;P ;2868 �003'-9"10' 7%" Im 6,011 WCATH#2 0tLt10t0„ROD & SHELFFOYERS v mCEILINGS'-1' N CLOSET z5068BF = wMAIN N ROD & SHELF EGRESS 6$ I DOOR u. 50688E � 3-12" STEP I � I m I I I ■ I TRUSS COVERED I ENTRY ■ I I I I I 0 I � I BEDROOM #2 8'-1" FLAT CEILING (2) SH-25 EGRESS AREA TABULATION OCCUPIED A/C AREA : 1294 SQFT GARAGE : 346 SQFT FRONT ENTRY: 131 SQFT REAR PORCH: TOTAL FOOTPRINT: 1771 SQFT SCALE : 1/4" = 1'-0" OPTION "A" 2868 �% o � 7 BEDROOM #3 8'-1" FLAT CEILING ■ m m ocn"Tio U If y� 6 DRVER�I �I L I 10'-��� 0 [V 3-12" STEP AHU n a CLOSING 20MIN. E RATED DOOR 54" X 22-1/2 - ATTICACCESS w/PULL DOWN STAIRS i 1-CAR GARAGE r CEILING 8'-1" WH O UTILITY PAD A/C COND. PRE-ENGINEERED ROOF TRUSSES O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES PER CONN, SCHEDULE) FIBERGLASS SHINGLE ROOF OVER UNDERLAYMENT FL # 2569.1 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. rjL� VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN i I, FOR SIZE & SPACING 0'-0" TOP OF SLAB GRADES 4" R-30 INSULATION 1/2" DRYWALL @CEILING (TYPICAL) 8" X 8" BEAM BLK. IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS FOR ALL DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE FURRING STRIPS WITH FI-FOIL e 1/2" DRYWALL v,:M; (TYPICAL) a= 8" CONCRETE BLOCKS WOOD BASE BOARDS CONIC, 411 �w/ 6X 6 10/10 WWM OR FIBERMESH -111 I' ddd r_ _i= � ` III=III=III5111=111 1o111=III=III=111=III=11 - •111=III=III=III=111=III IIII_III_ _ O LJL Z O w r= 0o L� O LL v � TYPICAL 91i1"ALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE 2" X 6" PRIMED &PAINTED R/S SPRUCE SCREENED ✓ENTS AT 72" O.C. TUCCO 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) FDOH in 5t. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for Well # _ Reviewer: .� L REVISION REVISION O >: 2 m F w w Y > U U W Q, a � 9 RL SLFSF. Gf �r�: ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34964 PHONE : (772) 785-9888 SHEET FLOOR PLAN PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO JR DATE 04/01/2021 SCALE AS NOTED SHEET NO. 02 OF 0 SHEETS REVISION REVISION O >: NOTE: (DEFLECTION) IS FOR OFFICIAL USE ONLY - - _ _ _ _ _ _ - _ _ - _ _ _ +/ 16'-5" TO RIDGE E ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE z m CALCULATE ATTIC VENTILATION DOORS, AND SIMILAR ENVELOPE ELEMENTS. w Y CEILING = 1771 SQUARE FEET z w 12 1771 / 300 = 5.903 REQUIRED VENTILATION U OPENING AREA INTERIOR ZONE QE END ZONE (NOTE #1) n. u 12 IN SQUARE FEET 6 6 190.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 29,0278 SQ, FT. / 2 POSITIVE NEGATIVE POSITIVE NEGATIVE = 14.5 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 10 +33.6 PSF -36.4 PSF +33.6 PSF -44.9 PSF M.R_H. +/- 12'-3" 14.5 SQUARE FEET> 5.9 SQUARE FEET: SOFFIT VENTILATION OK r` �Ap C 15 +33.5 PSF -36.3 PSF +33.5 PSF -44.8 PSF ,ej�5I i+' '' . PROVIDE 6"X 22" SOFFIT VENTS n 72" ON CENTER Q 20 +33.4 PSF -36.2 PSF +33A PSF -44.6 PSF $y ? No. 2994'5 '•; M REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC a0 25 +33.3 PSF w36,1 PSF +33.3 PSF 44.4 PSF '43TAIE OF ? 'z 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX#2 5 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF ��"°•,T F,, i �•u t D,eln'. BRG. HT 8'-1" 5.903 X 40%=2.361 SQ. FT. OF RIDGE VENT Q BRG. HT. 8'_1„ - - - - - " - 5.903 X 50 % = 2.952 SQ. FT. OF RIDGE VENT s 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF 9 X 7 0HD +31 A PSF -35.6 PSF RIDGE VENT ' ENGINEER ®� ® ® ® 19 LINEAR FEET OF 2" VENT = 2.375 SQUARE FEET OF RIDGE VENT 1. DESIGN PRESSURES PER ASCE7-17 PAUL WELCH INC. PROVIDE 19 LF OF RIDGE VENT PAUL WELCH P.E. OPENING I.D.#1 d =0 Z EXPOSURE 160-C REG, # 29945 A 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 ®� Q PHONE : (772) 785.9888 F.F.E. 0'-0" _ _ F.F.E. 0'-0"- 19 L.F. OF RIDGE VENT OPENING LD. OPENIBNG I.D.O1 FRONT ELEVATION W IN C 3E 31 SCALE: 1/4" = 1'"0" > U 12 6� ry OJ(D LL 12 �0wLu _6 6 pUIrm BR_G. HT_. 8'-1" - - - _ BRG_HT. 8'-1" _ Y W (DEFLECTION) ❑ ® X 0 I- OPENING I.D. OPENING I.D. LLI W E D ¢ U)IN Lo p 2E 21 F.F.E. 0'4' - _ - _ -- --- F.F.---- 02 LEFT ELEVATION SCALE: 1/4" = V-011 UI IJI 12 12 Lu lico W C:) BRG, HT. 8'-1" BRG. HT. 8'-1" ----- - - col- (DEFLECTION) (DEFLECTION) ® Z ui 0 U d- ❑ � co J d� OPENING I.D. a OPENING I.D. OPENING I.D. w U) C'7 H G F 3E ~ Q F.F.E. O'-0" 11 3E RRE_0'4' F03] REAR ELEVATION I LL SCALE: 1/4" = 1'-0" 1z J afi N 12 6� BRG. HT 8'-1" _ _ _ _BRG. HT_8'-1"O_ (DEFLECTION) OPENING I.D. 31 SHEET ELEVATIONS PAGE MODEL ANTIGUA CUST. RF.E_0'-0" _ - _ - F.RE, - _ DRAWN - - ' - MARK MONTALTO JR DATE 04/01/2021 [04 RIGHT ELEVATAS ION SCALE NOTED SCALE: 1/4" = V-0" SHEET NO. 03 OF 10 SHEETS 111 3 Fr -GP1 \1 DBL. SINK w/DISP. 0 l J J 20u GFI 1 i l 1 l REF. GFI \ SD/CO ►m GFI J � V V WP/GFI it I I, \ ■ _I DI ATTICACCESS 11I 2: 150AMP. F PANEL ■ \ 1 \J `J ■ ----------�- ------------- GFI ■ �� 3 # 1/0 IN 2" C ELECT. SERVICE „EP„ O150 120/240V (� 2 1 m MBR 150A MLO 3#1/01#61241C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT 0GFI OUTLET Q 3-WAY SWITCH $3 SD/CO DETECTOR (D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $G DOOR CHIMES �' PUSH BUTTON ❑E ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI SERVICE PANEL o -t) CEILING FAN 110V OUTLET SERVICE METER �l 220V OUTLET LIGHT FIXTURE `J 4-PLEX OUTLET WALL MOUNTED �/�r x SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE ,1 SPECIAL PURPOSE ® w/PULL SWITCH LPJ CEILING FAN W/LIGHT JUNCTION BOX O RECESSED LIGHT A/C DISCONNECT c3' VAPOR PROOF P y O PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET G DISK LIGHT `DJ SCONCE PREWIRE � NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC 1 1294 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 3882 VA 2 (2)20AMPAPPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 39082 VA FIRST 10 KW @ 100% REMAINDER na 40% TOTAL : A/C HEAT Ca 100% TOTAL : 21632.8 = 90.14 AMPS USE 150 AMP SERVICE. 240 10000 29082 11632.8 10000 21632.8 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL 8E IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 75% OF THE LAMPS IN PERMANENTLY 2)AMINIMUM OF INST:�LLED 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 8E 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION 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 PER RESISTANT RECPTICLES PER NEC REQUIREMENTS. REVISION REVISION d r z m U W w Y U a = U r` y I ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 SHEET ELECTRICAL PAGE MODEL ANTIGUA GUST. DRAWN MARK MONTALTO JR DATE 06/24/2021 SCALE AS NOTED SHEET NO. 04 OF O SHEETS 1103 8'-6rr 31-10" 4'-7" 4'-0"1 3'-1oil 5'-3" 3-12" SLAB ONLY 10" 6'-0" 4'-0rr 3.12" STEP THB V ;T m� �� LL I j LL U � C9 rnC7 Ii IL LL � ■ LL 4r Orr 12'-5" 0 4 m v 9'-4Yerr � 13r-y�r, tell RUN CONDUIT TO ISLAND elll li II ell ii ■ i-i REF. I �7 TG 'v ` II � it I II 0 i+1 F-9 `� THICKENED c 0 FTG EDGES F-g a FTG WER-1/2")%" M ■ ■ 0 3'-6%ell M o o v v T—L 4" THICK (3000 PSI) CONCRETE SLAB 1 L W w/FIBERMESH OR fi"/ 6" 10/10 WM 1 i! !:,.g OVER VAPOR BARRIER ON CLEAN ■ COMPACTED CHEMICALLY TREATED FILL o M p WC 'S v TOP OF SLAB ■ - ■ ---- ---------- --ti LAV o WC v p F_9 v FTG . ■ ■ F-9 /T� o 5'-1" FTG 9'-3" MAIN ■ EGRESS ■ DOOR ■■ o 3-12" EP c�o �ioH I 17.0%11 ■ ■ FFT-6G F9 m , TG wtell I M I O Y LL a 13r_411 ■ ■ `r co v I ■ ■■ ■ ■IN LL 7 ■ iV a I F-9 RECESS SLAB 3.1/2" TG BELOW FINISH FLOOR -. --------------------------- - ■ 2'-3" 6'-11Y" 21-970" m 3- 2" STEP,'. ■ 0 WF U Q❑o. K o d' Z) UTILITY PAD v ■ U A/C COND. ----------- ■ 0 o M 4141 12r-0r, m a `T m ? c 'v 16'-0" U LU n. 150AMP. FPL METER ■ le" PANEL ■ .. y m m j n RECESS SLAB 3-1/2" U r"a BELOW FINISH FLOOR F-10 a N N N G '"THICK (3000 PSI) CONCRETE SLAB ICOMPACTED W/ FIBERMESH OR 6"/ 5" 10/10 W WM ■ ■ F-3 OVER VAPOR BARRIER ON CLEAN n n FTG CHEMICAULYTRPATFQ qrl It o V i CURB HEIGHT VARIES i 1tell ro AROUND EDGE 1 1 m ' 1 + o m o U U Tn LL n c ■ ■ ■IIIIIIII INN 3'-211 91-6rr 3'-21p 16'-0" v crr_ T ■ #scc 4"THICK C w/ FIBEI # 5 BAR INTO SLAB AT 4' O,C L REVISION REVISION O Y = m U W W y OIL 10 tit ll�j IMF U a = U r' STATE Ci i A e(.,DRIa� y v. ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1934 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE : (772) 785-9888 Z #5 REBAR FINISH FLOOR CONCRETE SLAB O CJ 411 CONCRETE SLAB - - ill,�' a. F. FLOOR - FINISH GRADE A - ie i • N CCv/////��jj W z �/ N # 6 REBAR LV co C 12" (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS iV 16" 3" COVER MIMIMUM. > BEARING FOOTING INTERIOR NON-BRG. FTG. co o F� SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" J � � L 1_ W + #S REBAR �%� W In II 7.5/8"CURB II J #5 REBAR Q / 1 n �.J LLI CONCRETE SLAB o _ O 4 r M r CONCRETE SLAB � I'•t FINISH GRADE M /( LJ.. Z _ CONCRETE SLAB F. FLOOR_ _ - Q O LFillitili .(� 14 me N�' l N��••� (2)# 5 MINIMUM CONTINUOUS, Lo O 3"COVER MIMIMUM. (2)# 5 MINIMUM CONTINUOUS, O LL 16 4„ 16" 4' 3" COVER MIMIMUM. am F3 CURB SECTION EXTERIOR STEP SCALE: 1/2" = Vl0" F6 SCALE: 1/2" = 1'-O" # 5 REBAR WITH 30" MIN. LAP SPLICE # 6 VERT REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH CURB HEIGHT VARIES (2) # 5 BAftS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUSIll TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE # 5 REBAR WITH 30"MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) FINISH (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL - FINISH GRADE ("SEE ELEVATION PLAN") - (3000 PSI) CONCRETE SPREAD FOOTING (2) # 6 BARS CONTINUOUS TYPICAL STEM W,4LL FOOTING DETAIL SCALE: NO SCALE SHEET FOUNDATION PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO A DATE 06/24/2021 SCALE AS NOTED SHEET NO. 05 OF O SHEETS REVISION REVISION O r Z !0 O W W y O O � w a czi 32'-0" 1 1_4p, 5,-2" T41-416 3,_2„ 9'_3" 31_211 5'_7°,�..yk,.• p.. 29945 �fAE C "Od FIELD ADDED #5 REBAR @ TOP ,9I4 1 A4 © O ® (MIN. (1) REQUIRED) ENGINEER = 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED PAUL WELCH INC. C.M.U. QUANTITY OF #5(� PAUL WELCH P.E. Z _ 7 OTTOM OF LINTEL CAVITY REG, # 29945 iv U Q 1984 S.W, BILTMORE ST. M O Q Z 8F16-1B/1T PORT ST LUCIE, FL 34984 co GROUT PHONE : (772) 785-9888 Lo N z NOMINAL WIDTH QUANTITY OF #5 • FIELD ADDED #5 REBAR @BOTTOM (MIN. (1) REQUIRED) NOMINAL HEIGHT REBAR @ TOP 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION �/� ACTUAL PROVIDED IN LINTEL Cn NOMINAL (VARIES) W \ WIDTH LLI 00 rn Q[Lc`iU N 0 J CO M Q } LL qrmm Cn0WLLI N 4 r =WO FL � • wWCDaW • C/) LN O O LL N • • Li En • • n 8F28 8F24 81F20 8F16 MAIN CROSS SECTIONS EGRESS DOOR NOTE CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION v, I OPENING SCHEDULE CA S TCRE TE L IN TEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) LL cy) W o0 I I O OPENING TYPE LINTEL SAFE APPLIED SAFE APPLIED OPENING J MASONRY BOTTOM WALL LINTEL co— CODE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT a. 11 BEAM LOAD LOAD LOAD LOAD O 9070 O.H.G.D. 108" X 84" 84" 1533 150 914 150 O W 8'-1" 10'_g" 8F16-1B/1T 2'-7" 6'-3%" 3'-1%" O (2) SH-25 75"X63" 81" 81-1" 7'-6" U 8F16-1B/1T 2661 100 1634 100 J Im I 3 3068 OUT 41-1/2" X 83" 83" 8'-1" 4'-6" R 8RF14-1B/1T 5206 100 2525 100 � I 10 O SWING DOOR ( ) � � � _ _ ® SH-25 38" X 63" 81" 8'_1„ 4'-6" 8F16-1B/1T 6113 650 2724 350 O5 SH-25 38"X63" 81" 8F16-1B/1T r , Q g'-1" 4'-6" 6113 750 2724 350 v 4'-0" 12'-0" © 5068 62" X 79" 79" — S.G.D. 8'-1" 5'-10" (R) 8RF14-1Bl1T 4242 200 1900 100 � O 16'-0" 0 SH-23 38"X38-3/8" 81" 8'-1" 41_6" 8F16-1B/1T 6113 200 2724 100 O ® SH-25 38" X 63" 81" 81_1" 41_6" 8F16-1B/1T 6113 200 2724 100 U) LL w O9 SH-25 38" X 63" 81" 8f_1„ 41-6r' 8F16-113/1T 6113 550 2724 300 10 OPENING AT COVERED ENTRY 81" 8'-1" -4" 17'8F16-1B/1T 950 150 404 100 N a 11 OPENING AT COVERED ENTRY 81g14'-0" 8F16-1B/1T 1002 150 559 100 ° ,-1„ O n 0 SHEET BLOCK & LINTEL PAGE MODEL ANTIGUA CUST. 3'-6 " I s'-o" ^ 3'-s DRAWN MARK MONTALTO JR DATE 06/24/2021 SCALE AS NOTED SHEET NO, 06 OF 10 SHEETS REVISION REVISION O 2 M U W W Y U S a U 41 IIr f � i '�'•'t'J SrAi'F Cf11 3lLJ' 1df llw ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 N Level 1 6'0"W x 6'8"H 3'0"W x 3'2"H 3'0"W x 52"H C/� J Kitchen N (V 12x12 106cfm 3'o"W x5'2"H 207 cfm 207 crm a, 71' .; Q � CO O Master Bed >. LL qViiiiii %) I ecrm 2" VTR 2" LU 711 ,��� ;4x;4 '� J L � p W lY 215cfm U 14x14 r^ Great Room 4:� , 12" I G 2 < U � v) ,P° 80CFM AIR 2" STUDDO VENT SHW TUB _ w 5cfm 1'!„r'' 44cfm 4"Duct GAP 4"Exaust Vent + 2" a .411 Master Bath L � � I- X 6 pp 8xa axa Wardrobe 4„ DW L WC w' v) � W 3'6"w x 5'2^H 114 cfm 114 cfm c L Lo O Bath Hall 4„ KS O LL 3 8x4 �80CFM 1438cim '4"Duct 3 WC 30x18 4"Exaust Vent 741 cfm 2x8 3n Ist 4" 3" 163cfm i 12x8 6,� 611 '! 159C8n % 8i, 4 Bed 2It 3" VTR 10 x 6 Go c6n Bed 3 J L ^ 12x12 163cfrn _ Util y 12x12 v, 159 crm 7"� u 'IG" W 6'6"W x 5'2"H 16" Garage I I MV,'' 311 DUCTS IN THE GARAGE AND 3" 0 DUCTS PENETRATING THE G O' VtlALLS OR CEILI N3S (FBI SEPARATING THE DWELLINGFROM THE GARAGE SHALL BE O W Z CONSTRUCTED OF MINIMUM Cj _ N0. S 26 GAGE (0.48 MM) SHEET �0 U GIFFI � 1MLLICCLASNARIC;III PLUMBING RISER NONMETALLIC CLASS 0 OR L� J CLASS 1 DUCT BOARD, OR OTHERAPPROVEDMATERAL NO SCALE W � AND SHALL HAVE NO OPENINGS INTO THE GARAGE U ryo 41111111111111 Job #:1455 Scale: 1 : 97 Air Cales LLC V- Performed by Chris Bateman for: Page 1 Massarda Residence 7550 Hidden Hammock Ln Right-SuitA Universal 2021 —I 5204 Hickory Dr Vero Beach, FL 32966 21.0.05RSU29066 PLUMBING NOTES: U) Fort Pierce, FL 34982 2021-Apr-0619:18:16 Phone: @airs lcs.co ... VAC\5204Hickory DrPSLProp.rup vickilynne@aircalcs.com 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING � N 2) DWV PIPING SHALL BE SCHEDULE 40 PVC, 0 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. O 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. /1 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING L.1� LARGER THAN'/<" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. SHEET 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. HVAC PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO JR DATE 06/24/2021 SCALE AS NOTED SHEET NO, 07 OF 10 SHEETS REVISION REVISION O 2 G1 U W W y � W a � '; i srr.ne cs p�.` ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 B,W. 81LTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 32' 0" Co TO n n t� t� r� I� r� r� r� m � ,1 n -� � � - yVj U U U W W LU W W W W W W W U U U ILL d ILL CJ1 CJ1 Hatch Legend o CJ3 CJ3 0 URI ILL CJ5 CJ5 8'-1 " A.F. F 0 0 U N N p A m O O N N A o 0 m N N ❑ A '^ N O O WN o A I.I. ww 00 O0 N N A N < M Q �/ NEI.1_ O O Q J < � r o FLAT CLNG o W N A N a C) VJ[Y,V�'�n CO N _ A N W v) IT o o = a A N Lu N� W 0 0 CON N V% Lo O o A o 0^ LL N A N In 6 0 0 N N O O OLD PLO O N N O O N N �/ O O I I I N N W ILL O O L co 1M M 0 2ND BRG, W Q Q N ^I 1ST BRG. 11411 -� CJ3 O > AHU o m - o O Ill co 1l N / 1 CJ1 w o n VJ 0�0 0-` U U W W W W LU N ui VJ Co FLAT CLNG o U 0o 4' 0" 12' 0" N a J O N Co J O V J/ J �L/L� N v / � vJ O 0 N L o L.L 0 1ST BRG, O 2ND BRG. B3 N am 0 CJ CJ1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO III ILL NOTE: O SUPPORTING TRUSS AND (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. N�PIT ti�a FOR MISSED TRUSS CONNECTORS AT SHEET 16' 0" U w LU U 0'µ LU w U BLOCK WALLS WITH 1175 # UPLIFT OR TRUSS LAYOUT PAGE LESS, PROVIDE "SIMPSON" HTSM WITH MODEL 321011 (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. ANTIGUACUST DRAWN FOR MISSED TRUSS CONNECTORS MARK MONTALTO JR FOR TRUSSES WITH 1175 # UPLIFT DATE 06/24/2021 OR MORE, CONSULT ENGINEER FOR SCALE ADDITIONAL TRUSS CONNECTOR OPTIONS AS NOTED SHEET NO, 08 OF 10 SHEETS TRUSS END DETAIL PLUMB CUT OVERHANG 12 s� 4-3/16" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1)ALLROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE ENGINEER. ,AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: PROP. MASSARDA RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 04 / 25 / 2021 CUT -SHEET DATE: 04 / 27 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES Al 1ST, 2ND & 3RD 1422 (1) HETA20 1810 (9) 10d X 1-1/2" AS & B3 1ST & 2ND 1359 (1) HETA20 1810 (9) 10d X 1-1/2" VALLEYS CONT 100 # PLF (") MTS 16 1000 (14) 10d X 1-1/2" � 1 STRAP AT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2 IT AT FRAME BEARING d16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER 4L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED, TITEN HD w/ MIN. 2" DIA, X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) BATT INSULATION TRUSS BOTTOM CHORD 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 DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE < Z w J a m (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE � NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE �2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE �3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD EAVE � q ROOF SHEATHING NAILING ZONE 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. 2" X 4" DIAGONAL BRACING AT RIDGE 16d NAILS EACH END BOSTON HIP DETAIL NO SCALE 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 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (2) VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (2) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING J FOOTING F-1 UNDERLAYMENT /SHEATHING AL WALL SECTION DER FRAMING AT 12" INCHES O.C. R PLAN DRIP EDGE OVER 1" X 2" P.T. PRIMED SPRUCE FASCIA TRUSS COMPANY NIRELATH /VAPOR BARRIER /SHEATHING TURAL NOTE # 13, SHEET 1 COVER PAGE .BRING UNDERLAYMENT/SHEATHING AL WALL SECTION NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE 8" X 8" BEAM BLOCK W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE FILLED CELLS 8" PRECAST LINTELS FILLED W/ 3000 PSI CONCRETE EXTERIOR CEILING TO 8E STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RI8 LATH @ 6" O.C.w/(2LAYERSOF15# FELT OVER EACH FRAMING MEMBER) TEXTURED STUCCO FINISH 16" X 8" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN PORCH POST DETAIL NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE REVISION REVISION d z m U W w Y w a u ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 SHEET DETAILS PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO JR DATE 06/24/2021 SCALE AS NOTED SHEET NO. 09 OF O SHEETS CMU WF (SEE WA CORROE PER V APPLY PE BETWEE (SEE W c S SCALE FILLED CELL AT JAMB BLOCK (TYPICAL) V 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 # 43 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. EAD 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. ',K DETAIL 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 18" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 3 DOOR BUCK DETAIL STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) RIOR DOOR BUCK DETAIL 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 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 4-118" P. T. w/ 3116" TAPCONS 1=114"MIN. EMB. 4112"0.C. w/# 10 SCREWS, PER PRODUCT APPROVAL. 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 R703.4 AAAMA-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 SILL AS 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 INTERIORAIR SEALAROUND THE ENTIRE PERIMETER, REVISION REVISION O Y z m C~ w W y w a u e - ooa„ , ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 U) L11 W 0000 Im Q M CD ��co Q}LLB cn�w� �=moo.. uio0w cn n O O LL m c W ry i co UJ c) Lr m m 1N O wz U LL. J co W �M U �o Z) °ry J �O LL _ J (f, 0 C) IN D_ O n SHEET DETAILS PAGE MODEL ANTIGUA CUST. DRAWN MARK MONTALTO JR DATE 06/24/2021 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS