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HomeMy WebLinkAboutAPPROVED,.FDOH FLOOR PlansTHIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Digitally signed Paul f j, !I 2995 by Paul Welch t { r '4 S11+iE Date 2021.11.29 , 1? Flop" We I c 11:09:46-05'00' 5702 HICKORY DRIVE FORT PIERCE, FL. 34982 CONSTRUCTION BY : PLANS AND ENGINEERING BY PORT ST LUCIE PROPERTIES PIAUL WELCH INC. 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984PAUL WELCH, P.E. REG. 29945 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED SPEC HOME OCCUPANCY TYPE : R STREET ADDRESS : 5702 HICKORY DRIVE FORT PIERCE, FL. 34982 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 llC STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTEDAND ENFORCED BY THE 5T. LUCIE COUNTY, I ALSO CERTIFY THAT STRUCTURAL ELEMENTS 0 C ED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. KEPI T 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 : I II X I!I IV EXPOSURE CATEGORY: 8 X C D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 5' 12.2 6I12 NIA 5. MEAN ROOF HEIGHT: : ROOF PITCH: PARAPET: FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSI, 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: + 30.1 -32.5 -54.9 -80.7 -38.5 -47.6 -33.6 20 ' NIA 7. DESIGN LOADS: FLOOR: 40 PSF ROOF 1 DEAD : 5 PSF ROOF i LIVE: PSF BALCONY PSF DOCK. NIA PSF DECK: NIA PSF STAIRS: NIA PSF FENCE: NIA PSF RAILING - NIA PLF 1 CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES -X NO (NOTAPPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: 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 DESIGN FIRM: PAUL WELCH INC. DATE: ADDRESS: 1984 SW. BILTMORE ST. PSL FL. 34984 I' ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: 77T-OWNERSNAME: CHHEY RESIDENCE APPLICANT PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER DEL. NUMBER EM PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3116" x 1-114" MIN. EMBED TAPCONS AT 2" 116" Q.C. WINDOWS NIA NIA N/A NIA N/A NIA NIA MULLIONS NIA BLOCK GLASS NIA NIA NIA -NIA NIA NIA NIA SKYLIGHTS NIA NIA NIA NIA NIA NIA NIA SLIDING GLASS DOORS SEE ELEVATIONS +1- 55.0 MI WINDOWS & DOORS 1201130 / 140 FL # 22401.3 IMPACT {z ROWS APCONAT6"1- 6" O.C, BED SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.1 IMPACT MBED Ira" X 1-114A"Tti6" 11 "0,0 TAPCON5 FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.9 IMPACT AND 3"I & 7" EACH SIDE OF MEEX 1-1/4' MIN. EMBEDTING POINT TOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 NIA 5116" X 1-(O MIN. EMBED ET SCREWS ONE PER BRACKET HURRICANE PROTECTION NIA NIA NIA NIA NIA NIA NIA ROOF VENTILATION -54.9 -180 TAMCO COOL RIDGE FL # 4103.1 N/A FASTEN USING MIN. 0.125" SHANK DIA. MIN, 0,410" HEAD DIA. MIN, 2.5" LONG CORROSION RESISTANT ROOFING NAILS SPACED 24" Q.G. EITHER SIDE OF THE RIDGE SLOT. UNDERLAYMENT NIA N/A SOPREMA, INC. RESISTO L81236 FL # 2569.1 N/A APPLY DIRECTLY TO THE ROOF DECK, DO NOTAPPLY TO SHINGLES OR OTHER ROOF COVERINGS. STARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3` MIN. AMD ENDLAPS 3' MIN. PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM EVEN PRESSURE EDGES. REMOVE TEHC G D FROM THE CENTER TO THE ED £ : R M £ H AKIN REMAINING HALF OF THE ROLL R ANDAPPLY PRESSURE. : FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, ROOFING MATERIALS 150 194 OWENS CORNING ARCH. ASPHALT SHINGLE . FL # 10674.1 N/A STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE 10.105INCH (3MM) SHANK WITH MINIMUM 3181NCH (iOMM) DIAMETER HEAD, ASTM F 1067, OFA LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 314 INCH (19MM) INTO I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR USE IN THIS THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN3r4 INCH (19MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667 {G PER SHINGLE) NAME: PAUL WELCH, PE. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 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. 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 BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE, 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4, 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0,3 CFM PER SQUARE F% 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 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION, 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V WI 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 FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SEEVING: 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'/2" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. '/P THICK WITH (13 GAGE, 1318" LONG, 19/64" HEAD; 0,098" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.08W DIAMETER, 1 518" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS, 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS, (PER FRC 702.4.1 & FRC 702.4.2), 4) WALL AND CEILING FINISHES SHALL HAVE 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. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 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 1 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 '/2"SUSPENDED SLABS: 1 1/2" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEE MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 1) U0 O EXTERIOR PLYWOOD SHEATHING AND UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS 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, 12) PROVIDE # 5 CORNER BARS W130" 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 19132" 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. 7 W z _ LL[ p: Lo w m W v O °° Z m �tom 5N w Z J LLI V) U1 0:0 W CL a. d '- Dom- n- W Z O r O _ I- o Q N O N LL Co 0 n O J O ¢ 2 O U 0 w M Q rL w LU LU a G2 Z ❑ J W o m o CPLANSHEET T INDEX COVER SHEET I 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 1O DETAILS SHEET 11 N/A SHEET 12 N/A PLAN SHEET INDEX 1 w- 60'-0" o SH-261 EGRESS SH-22 / TEMP. ■ ■ ■ ■ ■' ■ ■ ■ — — — — — — — — -r _- -_ — — — — — — ..- .-. ..- -.-.-- ■ ■ 12`-411 TILED\ O SHOWT/, En �. I TRUSSED ROOF PORCH 2/- " 1 81 " 2-0,4 -'T !• 6,-4'/, , o 1 9=4"FLAT OILING � I WC a ■ I � ■ '0 3-ia* STEP 9068 / TEMP. / SGD. MASTER SUITE ■ ■ ■ ■ 9-4" FLAT CEILING ff--4" COFFER CEILING I I @ o ■ ) °° ■ I I v I I 6'-3+/;' LU O (2868 I I ■ L----- - - -_ - LIVING I DINING AREAS CEILING 9'-4"FLAT CEILING UTILITY 266$IBF 2668/BF 111 6'-1'/s^ 6'-0%., S'-10 21/32" MRDROBE H W B 1 EN OS(9RAA o ROD & SHELF ROD & SHELF W VTR a a ■. — a € m rn WHI it I— IAHUI - & = ■ 3" O.C. STEEL f }ifLATE wIR-11 PROTECTION POST3 D.C. STEEL 8r1#J'' PROTECTION POST r r - - - - - - E 36" HIGH COUNTER E 22" X 54" ATTIC ACC PULL DN. STAIRS © o 2868SC = ' N------- - - - - -- REPS UTILITY PAD — " " GARAGE 6'-a" 1 A/C COND. 9-4"FLAT CEILING D (A.F.F.) v • 20 MIN. o a ' FIRE RATED r KITCHEN 4" w/SELF CLOSE HINGE "FOYER CO O ■ -4"FLAT CEILING 9-4"FLAT CEILING i 9 CEILING •---------- •- ------------------------------------ - a � E 30808Ci=GRESB E ---------;-�W- E -. w112"(SL)IMPACT E ■ 3.1tz• srI P SH-241 COL. 2868SC ■ ¢ ' O Ko 3 COVERED ENTRY O' LU 4pFE (�—] �V r ca i ° in an +- E 008 in ■ , ;■ 160801 OHGD 0 ■ ■ I 6" X 16" CMU COLUMN I Q I I Q FLOOR PLAN SCALE: L /4" V-07 (3 LOCATIONS) 181-91, 8'-3" 10`-14" TRUSS BEARING TRUSS BEARING TRUSS BEARING 18'-711 V-7" 10'-811 SLAB REF. SLAB REF. SLAB REF, W AREA TABULATION OCCUPIED A/C AREA: 1839 SQ. FT. 2 CAR GARAGE: 407.0 SQ. FT. 1 CAR GARAGE: 316.0 SQ. FT. FRONT ENTRY: 122.0 SQ. FT. REAR PORCH: 141.0 SQ. FT. TOTAL FOOTPRINT: 2825.0 SQ. FT. SCALE: 1 /4" - V-0" 17'-7" 60'-0" BEDROOM # 3 ti 9-4" FLAT CEILING 0 4681 BIFOLD CLOSET 0o co N 31 4" ■ BEDROOM # 4 9'4" FLAT CEILING a r ■ 30A11 7'-014 5o6B 1 BIFOLD i NT CLOSET 211611 r Q 30681BF ■ �O BATH JC M x CLOSET ■ N TUB /S OWER ROD & SHELF 0 0 TILED SHOWER ■ BATH 2868 t 4`.011 � I ! f I, 3-8 -11" � [ MASTER SUITE 2 p j 9 =4" FLAT CEILING- 0 m 0 Ia 10'-4" COFFER CEILING' I C �' / ' LU IY 0000 I ,• — co I .'� / I ■ C) / i INSULATE w/R-11 ■ I■ L •' I I AHU I f DRYER WASHER WOH 3068SC m I I N I L— —_ L J I J 0 3„ Q.C. STEEL O 3"O.C.STE L — �-----------PROTECTIOhlPOSTrn ■ 20MIf��N OST 1 22" X 5 "ATTIC ACC. _ _ - -PROTECTI FIRE RATED i FULL N. STAIRS w/SELF CLOSE HINGE IT -------------- ■ T-11'/all ;. cn co 0 0 z n FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # Well # Date: Reviewer: L7H t�/-ill] G 9-4^FLAT CEILING FPL METER (A. FF) 200 AMP 14'-4'/V ELECT. PANEL 221-2" ■ LU A if tu ■ W 0 z a z U U 0 +T PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19132" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) FIBERGLASS SHINGLE ROOF PEEL & STICK UNDERLAYMENT CONT. ALUMN. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA r• VENTED 'r STUCCO SOFFIT :• (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL 4. & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. :a VERTICAL DOWELS W130" LAP SPLICE FROM FOOTER CSEE FOUNDATION PLAN ; FOR SIZE & SPACING 0'-0" TOP OF SLAB_ ■ +■ GRADE R-30 INSULATION — 112" DRYWALL @ CEILING — (TYPICAL) _ PROVIDE 2 GORSES OF 8" X 8" BEAM BLK. WI (1) # 5 BAR IN 3000 PSI CONCRETE EACH FILLED CELL —8" PRECAST LINTELS 0 WI (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS & FILLED W13000 PSI CONCRETE- w 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL z —INSULATION —112" DRYWALL (TYPICAL) — 8" CONCRETE BLOCKS —WOOD BASE BOARDS ---4" CONC. SLAB (MIN. 2500 PSI) W16 X 6 10110 WWM OR FIBERMESH y� . _ - _..___. _ _ r7 TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE dENTED SOFFIT 3" X 22" SCREENED VENTS 72" O.C. ,TUCCO OVER WIRE LATH wl 11ga. 2" NAILS WITH 318" HEAD DIA. AT 6" D.C. OVER 318" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) REVISION REVISION O z m v LU W O Y W ra SU4'IE! Ln a a{i.fr fJar ,/1'•J'- H No.2994:5 7 dt $ 3 7i :STAVE DF tlf-Yr r ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 786-9888 W 2 O N LU 00 -'tU Co LLJ r= J o Zo >_ LL 'V-- �Q. VJ W W =WO 0. OIN d X W L LoO O LL 0AA CL C/) W W CL >� J � O Wz v 1..L � J W W M U �o 02 J o � '^ v! Q J O_ 0 SHEET FLOOR PLAN PAGE MODEL. MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 03/22/2021 SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS 14 F7 OF RIDGE VENT +1-20'-3°TO RIDGE-----�---. - - - - - - - - - - - - -- F.F.E. 0'_0_ BRG. HT. c BRG. FIT. 9'-4" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE . DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA O INTERIOR BONE O 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 0 1 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF Q 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF O 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF O 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF O 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF �j 40 +35,0 PSF -38.0 PSF +35.0 PSF -46.5 PSF 0 110 N/A I NIA +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-10 z EXPOSURE 160-C CALCULATE ATTIC VENTILATION CEILING = 2825 SQUARE FEET 2825/300 = 9.4167 REQUIRED VENTILATION 229 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 34.9861 SQ, FT. 12 = 17.5 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 17.5 SQUARE FEET > 9.4 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6" X 22" SOFFIT VENTS Ca? 72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 9.417 X 40% = 3.767 SQ. FT, OF RIDGE VENT 9.417 X 50% = 4.708 SQ. FT OF RIDGE VENT RIDGE VENT 32' LINEAR FEET OF COOL RIDGE VENT (18 SQ. INJFT.) 4.0 SQUARE FEET OF RIDGE VENT PROVIDE 32' LF OF RIDGE VENT I �� aq; I� �ts:i >n iiifi3i � +Innn� r�rm� ul� o l!t a �jjr �1 IL fkiulNl riIItHlI"IItsir rF��ii i s IIIK1 lv 1` SCALE: 114" = V-0" BRG, HT. II'4' - TOP OF ROOF lop of Subfloor BRG, HT, 9'-4" REVISION REVISION z m t Y O a w U 44�4y1i1r1..1 c W �"T ,• J,1FI'4 pdJa ti}''ti.R t Lii'' y R 44ill'./ '' 61 \ N¢. 24945 STALE f ���i +{ �1Y........ � 45tiy, riii'rrdlt t1;i115ti4y' ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 W 75 0 N o ry � U o W ❑ i (o LLT- -W pW� Yam❑ W ,U W U) o 0 N ©~x � W � Lo0 0 LL ❑� n W h W �� J � O Wz LL 00 J W c~n "' U F-o a� O � � LL '^ VJ O J a ry O SHEET ELEVATIONS PAGE MODEL MAUL CUSTOM DRAWN MARK MONTALTO JR DATE 03/22/2021 SCALE AS NOTED SHEET NO. 03 OF 10 SHEETS WPIGFI ■ -'' SO/CO 9 -� ■r `J 220V UTILITY PAD _-.._ ....... A/C COND. WH ., GFI r7 }� 220V I o,� € AIC COND._ _.: �,:I�,I�� :�j a E.,. ); ,,. ■ 3" O.C. STEEL _ - j rijl PROTECTION POST = kk JIF FPL METER 200 AMP r - ;; ATTIC ACC. ELEc7 PANEri-- LI _ ... r .r.r.r..r.r.. — UTILITY PAD " AIC,COND. 4'41 M. ;III I �=- �ttt;�k (C 220V �- DiSC.---------------------------------------_, WPIGFI - Ll E ' I L F T t L , t F � ■ , k , t F � I t , t , t r Q] ; F , k , F ELECTRICAL PLAN SCALE: 114" = 1'-0" ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET 0 3-WAY SWITCH $3 SD/CO DETECTOR © GFI 4-WAY SWITCH a$4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $a DOOR CHIMES PUSH BUTTON ® ALARM PAD a GARAGE DOOR OPENER WP-GFI OUTLET WrI SERVICE PANEL 110V OUTLET SERVICE METER CEILING FAN 220V OUTLET LIGHT FIXTURE 4-PLEX OUTLET WALL MOUNTED SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE 1 SPECIAL PURPOSE ® w/PULL SWITCH `PJ CEILING FAN w/LIGHT JUNCTION BOX RECESSED LIGHT AIC DISCONNECT ©' VAPOR PROOF 0 PHONE OUTLET T RECESSED LIGHT TV OUTLET n� FLOOD LIGHT FLOOR OUTLET C DISK LIGHT �PJ SCONCE PREWIRE KJ 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 1 j 1 3'4' '\ 3'-6" DEL SINK w101SPOSAL U r w F 0 SDICO F co� jj l L F dt ■ ■: ■: �p ` HB t -77 �\ / ■ k1 , � ®t r® 7 5 ■ 3 SDICO 3 , �+ _ (1 ■ (P ("WC "7 TUB /SHOWER ) TILED �/! I..l,./.J: '✓r C3 1 SHOWER o 4 I ! t DICO 1 �3 > , I I � l I ' M 1 �' I ' I I r � � I ■ R3Fi ./ UR , 220 ■ IE All K> I E DIoC � 1 ' I D a GFl I H Qli V (� ■ ' 3" O.C. STEEL o .-- - - - - - _ _ _ _ - - _ _PROTECTION POST _ _ _ _ _ _ _ ATTIC ACC. r k T PROTECTION OSi ELECTRICAL LOAD CALCULATIONS PER NEC 1 1839 SQ. FT AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5517 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 (2) LAUNDRY CIRCUIT 3000 4 (2) DRYER 10000 5 RANGE 12000 6 (2) WATER HEATER 9000 7 (2) DISHWASHER 2400 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 6000 TOTAL: 53917 VA FIRST 10 KW @ 100% REMAINDER @ 40% TOTAL: A/C HEAT @ 100% TOTAL: 43566.8 = 182 AMPS USE 200 AMP SERVICE. 240 10000 17566.8 2756.8 16000 43566.8 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V WI 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 TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 200 IF ELECT. SERVICE S MBR "EP" 200 1201 M 2 1 la MBR MLO # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER 1 DIST. NOTE: USE ALL COPPER WIRE NO SCALE 3 # 3/0, # 6, 2" C (3) 3/0, # 6, 2" C FFEP" 20/240' 1)a 200A MLO min # 4 CU GROUND TIED —TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3)-#310IN2"C OPTION - "B" ELECTRICAL RISER I DIST. NO SCALE REVISION REVISION Q 2 m U W a c v ��y,Ek ulb4'r,y1 �9k'P7 f 77'W s 'k ST�yiyTEy'DF rr, ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 786-9888 W :2 O N W � L)�Mo W OJco (� OWE U c/) o o�-X w O �O cn . W ry W j� o. J � O mZ W U LL J � W c~n c'' U ryo J �O U) oCL ry O^ SHEET ELECTRICAL PAGE MODEL MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 05119/2021 SCALE AS NOTED SHEET NO. 04 OF 10 SHEETS 20'-31' 3'-10" 5'-8" 3'-1 V `i 41-0" 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL7 6D'-011 17'-7" T-10%" 9'-101, T-10%" -------------- / Z RECESS SLAB 3-112" BELOW FINISH FLOOR 4 F-6 w co 3-112' STEP 1 sffjs'•ffltifiltl IE? ``!I fill t 1' rc,1'S'_ j�3'4111 ii i 1 j 3F' II's I ';1' 3 1' i�fl L:.Lf11,�1='�11aIIIIIEI,tlll�ilta,l 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL CIL 2x6 Wall 01-01, 1 1 w I;'+;;i =,I TOP OF SLAB 1 E 1 E � ( • 1 E I 1 I1. I'i) 1fl I EEk lJ �- [l)�ill i 1. IEI 1 �If'I �IJII II ' I �tl�l''I ��1'Ij `ulI'II I�E f'ri El 1111 I-E tt I4 3;kI 1l�lRij `F !3!!}a (1 l7 • - 1� 1 YIV 1f 3 f 7 ) ! 1 J 14 I FI i ! t -':[: 1 1t1i�! �, y+ =!I �If Ul:1=a,flilf.Ir ��r.f>iif l�N,� F. +��F�,. ..11 l�FlFS EY1.tE�Eif. irii�ill =,1 [ E,f..wl!�.➢i Efts, i.11�i�7��i.J.171:1)[3 �_ilF! .!� — 3"AC CHASE j�AHU j IEAIC COND. TE BYPLUMBER I l t; LL = _ J 2" CURB lu BEYOND WALL I l,y w _j � �z� �o� z to00 7- L11 M U 0M� `4 N l � U Zt d 2 CO U mLL UTILITY PAD 1 CT PANEL 9 ;E`= `,' t: RUN CONDUIT TO ISLAND c3 �I� I}sfs�i C `' tt) -t i hJ TG N cl l r— -.. — — — — — N r I I I I l I I I I I RB HEIGHT VARIES EAR:O:U::ND PERIMETER OF GARAGE I I I � l ) I Eke 1,-91,211 161-811 FOUDATION PLAN r SCALE: 114" = 1'-0" 0E MAIN EGRESS Z'g DOOR c �`�1 .,1,,:7, Sf7 i lttl{fi F1116 , t't�i- , , T-10" 6`-BR HB L1_ 41-0" T-11" F-9 FTG - CIL OF LAV r CIL OF We WC I ' � E - 1 1 I TUB /SHOWEF r i [ o ) TILED -1 � I �_E ; �/ SHOWS II 1311 Z ♦H i k �R� ED F- FTC, _ CV7CV (j--------- �--- -__ - -.. .. .. �. �I 1������ll• �( t9 ,� - - - - - - - - - - - - •' •" - - n - ' .,v?tsi r!Ylril!tNh S��i} F-9 OILL 0 FTG U U U 4 as a�i q 2'-3'/" 7,-6e/6,1 r "_ M� -9 /j FTG 3.1r2'sTEP 3"AC CHASE l�(E a ! BY PLUMBER RECESS SLAB 3-112" 0 BELOW FINISH FLOOR 3-1/z' STEP cq I:• • rA 1 o I CD E 1 1 t ' k 1 t ! ;I 3'-2%" , / 1 I aZZt' I 1 , r rE r i l I it =Il11}(�iill�f 111 ll l!II II I(!!I 1111137)I Sit �; t2�3 kllk}%I �rl l�lll�l� � I 7 f li I'1.3E Ilul!�t11`(l;LI�F''.tfr °�i.fv,fl i� II _2 1,;1 df,�Il� Yillli,' I f ' 41r FTG W ■ ;'I{; 1 ...f... 1-.I �.i .1 Ali IiI ,,.5- 3 .1,. tl ft ICE I,i .E STEP 3,�t- STEP II 2"CURB I � AHU� I BEYOND WALL 11 — J li '� V -1D B'-0" FTG W f 5k_3i` SLOPE 1:12 10AX , co #ry ' 1 r Y•- m I'ti I N �•- FTG CURB HEIGHT VARIES AROUND PERIMETER Ok GARAGE I. I Mc� �� �o — — --- — — — — — — -' 17i-7" 3-1 44-0" 1-1/2' RECESS FOR MLSA SET 34W r CA Y C14 Q f Q r co CD r M Z II +�-- #5 REBAR FINISH FLOOR CONCRETE SLAB l7 411 CONCRETE SLAB •• a a _ •_ - F. FLOOR a - FINISH GRADE 9 9 Z 1 211 Eb (2) # 5 REBAR G 1611 4"� (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS {y 3" COVER MIMIMUM. BEARING FOOTING F2 INTERIOR NON-BRG. FTG. SCALE: 112" = 1'-0" SCALE: 112" w 1'-0" #5 REBAR Z li 7-5/8" CURB p 11�--—#5 REBAR cy) 11 CONCRETE SLAB o11 4 m FINISH GRADE CONCRETE SLAB Z _ - CONCRETE SLAB F. FLOOR 77. �-- Qo •, (2) # 5 MINIMUM CONTINUOUS, 1, 3" COVER MIMIMUM. , (2) # 5 MINIMUM CONTINUOUS, 16 4l1 ') 61' 4 3" COVER MIMIMUM. F3 CURB SECTION EXTERIOR STEP SCALE: 112" = 1'-0" F6 SCALE: 112" = 1'-Q" i FINISHED FLOOR ONCRETE SLAB ED o V .6•• a ,a �r- '\ , a' ` • r" -a 4 t o ' as 16" pa ^Ili-IIIIIE • ` I ` �[;=IIIEIII -� �EIIIE�IIE�. d=111=111=1 111=111-111=►` A =111 ME — /• i_u�_ni_uE=1i 16" (2).# 5 REBAR CONTINUOUS 3" MINIMUM CONC. COVER � J� INTERIOR BRIG. FTG. (STEP) F4 INTERIOR BRIG. FTG. (NO STEP) rj SCALE. 112 --1-0 Q SCALE: 112" = 1'-13 C}f0Lu� #5 REBAR ou) o� CURB w'a II -RECESS @ SHOWER IVARIES 3 o g FINISH FLOOR r i �nrElllEl .�-IIIEII I w.xlk ■ rW � III�III�III .It[=m�r[�,mrslll,�..��rl ElllH111100Gill....1111oil =lllM111. �II_�11=�_,� �EIII•allll IEItIE �111=111E1 .. d�f�lll Is ,.,�.= I H.., III�.I11—II • • , r 1: :1 • M •"'"", _ f_..__...._r} ---' °�I �I{i;OURBiI�'1?'? �. ':�`'1-IIiCLJRBF i ■I-' III';CURBI;.i='.. '': :... .C�F.lik<13 I,.)E..! #SREBARWITH30"MIN, LAP SPLICE N $ VERT, REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE FOUNDATION PLAN FOR LOCATIONS) H S REBAR WITH 30• MIN, LAP SPLICE '4'-2" 3'-10" 3'-1" T-V; 3'-10" 4'-2t' H 5 VERT REBAR IN (3000 PSI) CONCRETE CELL (SEE FOUNDATION PLAN FOR LOCATIONS) BENb p 5 BAR INTO SLAB ♦!• NFILtEO N 5 CONTINUOUS # 5 BAR INTO SLAB AT 4' O. C. STUCCOFINISH 22'-2" A. THICK CONC. SLAB STUCCO FINISH w/ FIBER MESH # 6 BAR INTO SLAB AT 4' O,C. CURB HEIGHT VARIES (2) p SOARS CONTINUOUSAT 12' O,C. VERTICAL I! r IV (21E 3 BARS CONTINUOUS AT Ir O.C. VERTICAL W �,-�, jl (E_�(t��t Q t .�FINISHGRADE('SEEELEVATION PWY) 60'-V .' t (3000 PSI) CONCRETE SPREAD FOOTING FINISH GRADE ) ~ ' (2) # 6 BAR9 CONTINUOUS JI (3000 PSI) CONCRETE SPREAD FOOTINGRig M (2) 0 SOARS CONTINUOUS 4' W 16" 18" TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL F10 SCALE: NO SCALE F9 SCALE: NO SCALE REVISION REVISION z m w U a U k11�1i1Ai �kiFlridf.4 ,4ti4 '& C W 4 S1`0E OF 1 ENGINEER HAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S,W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-98BB W O N U i O W ❑ ca u 11� W C!) O W ry W 0w� ♦♦ nn i..i.. CL vJ o ©~X �O O LL 1.. L W W >o � wz U� � �rn W �M U �o J �O cn oU) SHEET FOUNDATION PAGE MOREL MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 05/1912021 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS 4'-6" 3'-2" 6'-10" 3'-2" FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR uj C.M.U. Q 'Q o GROUT w p in ? • FIELD ADDED #5 REBAR @ BOTTOM . (MIN. (1) REQUIRED) 7 518" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL (VARIES) NOMINAL WIDTH -- F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 as BOTTOM OF LINTEL CAVITY 8F16-1 B11 T NOMINAL WIDTH - I QUANTITY OF #5 -REBAR @TOP ---•---- NOMINAL HEIGHT -- uo UO. 8F24 8F20 CROSS SECTIONS TYPE DESIGNATION NOTE CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION 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 O 16080 OHG DOOR 192" X 96" 96" 91-4" 17'-4" BF16-1B11T 950 200 404 150 O 3080 OUT SWING 54" X 99" 99" 11'-1" T-10" 8RF34-1B11T 8706 800 4453 350 DOOR wl 14" SIDELIGHT �3 SH-35 54" X 63" 96" 11'-1" F-10" 8F37-1B11T 8328 850 4498 300 ® 3068 41-1/2" X 83" 83" 11'-1" 4'-4" 81=50-11311T 10893 100 6183 100 OUT SWING DOOR 0 9080 OHGD 108" X 96" 96" 9'-4" 1 U-6" 8F16-1 B/1 T 1533 950 914 550 ® SH-26 38" X 73" 96" 91-4" 4'-0" BF16-1B/1T 6113 200 3079 150 O7 SH-26 38" X 73" 80" 9'-4" 4'-0" 8F16-1 B11 T 6113 200 3079 150 8 3068 OUT SWING DOOR 41-1/2" X 83" 83" 9'-4" 4'-4" 8RF30-1B11T 10893 1100 6183 450 ®5068 FRENCH PATIO DOORS 66" X 83" 83" 9'-4" T-6" 8RF30-1B11T 10893 200 3257 150 10 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16-1B11T 6113 200 3079 150 11 SH-H32 27-1/2" X 26" 981l 9'-4" 3'-6" 8F16-1B/1T 6113 200 3547 150 12 SH-26 38" X 73" 96" 91-4" 4'-0" 8RF16-1 B11 T 6113 1700 3079 950 13 SH-26 38" X 73" 96" 9'-4" 41-0" 8F16-1 B11 T 6113 950 3079 450 14 9068 110" X 79" 79" 9'-4" 10'-6" 81=14-1 BMT 1052 950 552 350 SLIDING GLASS DOOR 15 2668 35-112" X 83" 83" -4" 9' 4'-4" (R) 8RF14-1B11T 5206 850 2635 450 OUT SWING DOOR 16 SH-26 38" X 73" 96" 91-4" 4'-0" 81716-11311T 6113 200 3079 150 17 SH-26 38" X 73" 96" 91-4" 4'-0" 8F16-1B11T 6113 200 3079 150 L-1 OPENING AT COVERED ENTRY 96" 11'-1" 2'-10" 8F16•-1 B11T 6113 100 4460 100 TOP OF BEAM L-2 OPENING AT COVERED ENTRY 96" 11'-1" 7'-6" 8F16-1B/1T 2661 250 1634 100 TOP OF BEAM L-3 OPENING AT COVERED PORCH 96" 11'-1" 3'-6" 8F16-1B11T 6113 200 3547 150 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 11'-1" 12'-0" 81=16-16117 1254 150 723 100 TOP OF BEAM L 6 OPENING AT COVERED PORCH 96" 1F 19'-4" 8F16-1 B11T 750 150 347 150 TOP O'F REVISION REVISION ri z as c W y STATE -Dr ! +rl�ira;iti;utr��v ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785.9888 W :2 O N Z. W � mot- Cy) U ' Lu 0 cfl LL >- LL �- � w� ❑ °�� w ��(, =WO o N o1W a- Lo o o u- C/) W W jo � r O W z U � �rn W c~n "' 1111111111011111111 oCL �o J �o �^ v! Q J a ry O^ SHEET BLOCK & LINTEL PAGE MODEL MAUL CUSTOM DRAWN MARK MONTALTO JR DATE 05/20/2021 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS IN 80 CFM 411 Dud 4"Exaust Vein{ y Job #: 1447 Performed by Chris Bateman for: Maui Spec Home 5702 Hickory Dr Fort Pierce, FL 34982 Level'I Air Calm, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickiiynne@aircalcs.com 80 CFM 4" Duct 4E'Exaust Ven 80 CFM 4" Duct 4"ExaustVen Scale: 1 :128 Page 1 Right -Suite® Universal 2021 21.0.05 RSU29066 2021-Mar-30 09:10:44 ...VA05702 Hickory Dr PSL Prop.rup 2" PLUMBING NOTES: 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-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 2020 ENERGY CONSERVATION. (TR REVISION REVISION z m all a s C] iH 1 L 10 'q I: '� i i ASTA ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 W :5; O = w00 N U w ryo o�Mo Qo U) oW� U � O Naa o�w Oc ory fI� W W >o J � O W � 0� U � W can �? U F-o a� J �O '^ J N 0 SHEET HVAC PAGE MODEL MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 05/2012021 SCALE AS NOTED SHEET NO. 07 OF 10 SHEETS Hatch Legend -1 A.F F 9 V AN FF TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE 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 EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PSL PROPERTIES OWNER: MAUI SPEC. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 04 116 / 2021 CUT -SHEET DATE: 04/20/2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A10 1ST 1838 (2) HETA 20 2500 (12) 16d H1 1ST 3298 (1) MGT 3965 (22) 10d & (1) 518"A.B. 2 131 2ND 4396 (1) FGTR 6000 (18) SOS 114" X 3" & (2)112" X 5" TITEN HD C16 1ST 2ND 898 (1) HETA20 1810 (8) 16d GABLE ENDS CONT 267 # PLF () HETA 20 1810 (8) 16d SEE ' GABLE END DETAIL" 1 STRAP AT EACH END AND 24" O.C. VALLEYS CONT. 100 # PLF () MTS 16 1000 (14)10d X 1-112" i STRAP AT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1I211 AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-112" AT FRAME BEARING NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4)114" 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 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w1(4) # 9SO X 2-112" TO O SUPPORTING TRUSS AND (3) # 9 SD X 9-112" TO VALLEY TRUSS IN LIEU OF MTS9 B AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O(1) FGTR WITH (18) SDS 914"X 3" & (2) 91211 X 5" TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. REVISION REVISION O Y z nti Y u n- u u +.4ti1'41i nsrASP,y,,� 4rytiLSi4+jr'+� Ha 20945 5 t y STATEOF a� rr� �iidll i111��1 v�" ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S,W, BILTMORE ST. PORT ST. LUC€E, FL 34984 PHONE: (772) 785-9888 uj :2 a n, =W� ?t Ce) U ryo ❑moo 0 CL � - T- Cn >- �Um W � 0 (n 0 Lu 0. �o o LL ry CL SHEET TRUSS LAYOUT PAGE MODEL MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 05/20/2021 SCALE AS NOTED SHEET NO. os OF 10 SHEETS 0 Z W fl O O F_ �/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER kL) 3T) OR 2" X 8" (PT) BUCK (TYPICAL) : FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'-011 & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2"X6"OR2"X8" P.T.w/3/8"X5-112" EMBED. TITEN HD wl MIN. 2" DIA. X 118" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w13116" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. wl (4) 3116" X 3" TAPCONS w1518" WASHERS. (STAGGER GRAIN) M A'Y"'T' I\1^1 11 ATI/ tI TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-112" 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 wl 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 m R EAVE CORNER BAR # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN FILLED CELL CONTINUOUS TO FOOTINGS. SIMPSON MTS 16 w/14-1Od NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12" YP HEADER w/FLITCH PLATE GLUED & NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED (WALLS &CEILINGS} BOTH SIDES @ DOOR OPENINGS. 1/4" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2" REDHEADS @ 24" O.C. R-11 INSULATION NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 1 O-1Od NAILS. 2"X4" STUDS @ 16"O.C. SPH-4 TOP & BOTTOM EACH STUD • P.T. 2"X4" BOTTOM PLATE w/ 1/2" DIA. X 12" A.B. @ 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ r-- HURRICANE WASHERS. For• • •• fff-!-fffa !fff�fff�fff�El INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR SEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW') A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE Q 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 ® 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 W # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE EXTERIOR CEILING TO BE - STUCCO OVER WIRELATH w111GA. 2" NAILS w1318" DIA. HEAD @ 6" O.C. OVER 318" METAL RIB LATH @ 6" O.C. WI (2 LAYERS OF 15 # s FELT OVER EACH FRAMING MEMBER) 12 �6 2XPT BLOCKING @ COLUMN STUCCO FINISH PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL \-8" X 8" BEAM BLOCK WI (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. `-- 8" PRECAST LINTELS WI (1) # 5 BAR FOR OPENINGS & FILLED Wl 3000 PSI CONCRETE 16" X 16" BLOCK COLUMN WI (2) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH (2) # 5 DOWEL w130" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) �---FOOTING PER PLAN 16" X 16" ENTRY PORCH COLUMN DETAIL NO SCALE NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION Lu V r J1TE ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. SILTMORE ST, PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 v ui 0� L JJ ❑ o CL J 0 w "z V D lqt 00 0) LLJ U) It () ram.,.'. V LL ❑_ O EE O U) r J U) N � ry 0 m SHEET DETAILS PAGE MODEL MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 05/20/2021 SCALE AS NOTED SHEET NO. 09 OF 10 SHEETS CMU W) (SEE WA CORROE PER V APPLY PE BETWEE (SEE" FILLED CELLAT JAMB BLOCK (TYPICAL) I" 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 1-112" CASE HARDENED COIL NAILS AT 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 w1 MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. fl 1011 NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS IviT fiel 0IfV18 1" X P, T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-112" 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. SLIDING GLASS DOOR BUCK DETAIL NO SCALE 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 BUCK DETAIL NO SCALE NOTE TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w1 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 112" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 114" TAPCONS wl MIN. 1-114" 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 PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P. T. RIPPED DOWN TO 2 X 4-118" P. T. w13116" TAPCONS 1-114" MIN. EMB. 4112" O.C. w1 # 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. 314" 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 1 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 118" BETWEEN BUCK AND MASONRY, 3. PRIOR TO BUCK INSTALLATION APPLY 318" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING 1 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 318" BEAD OF SEALANT ON WINDOW 1 DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW 1 DOOR INSTALLATION. 6. AFTER WINDOW 1 DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW 1 DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REVISION REVISION 6 � m V W C � O a: O ui _ IL U eq 4 1 S[. YE �v F r ow, y�Rti ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT S'T. LUCIE, FL 34984 PHONE: (772) 785-9888 W :2 a N W � ��U 1 ui ❑ �j O cfl �LLr �n^ v, -w W ° 0� ry W CU U) C) =W0 n n- o o"X DC W I,*-- Lo 0 0 LL 0. Cn W ui>o O co W U LL J 4t � W ai "' U F-o J �O C/) o� N L.1� O^ IL SHEET DETAILS PAGE MODEL MAUI CUSTOM DRAWN MARK MONTALTO JR DATE 05/20/2021 SCALE AS NOTED SHEET NO, 10 OF -1 0 SHEETS