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HomeMy WebLinkAboutAPPROVED FDOH FLOOR PlansGENERAL NOTES ■ ., 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 CONSTRUCTION BY PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 1031 PORT ST LUCIE, FLORIDA, 34984 MODEL: (772) 336-'0050 CONSTRUCTION OFFICE: (772) 24 -0089 WWW.PSLPROP COM 1 PLAN SHEET INDEX COVER SHEET SHEET 1 FLOOR PLAN SHEET 2 ELEVATIONS SHEET 3 ELECTRICAL SHEET 4 FOUNDATION SHEET 5 BLOCK & TIE BEAM SHEET 6 HVAC & PLUMB. SHEET 7 TRUSS LAYOUT SHEET 8 DETAILS SHEET 9 DETAILS SHEET 10 NIA SHEET 11 N/A PLAN SHEET INDEX DESIGN CERTIFICATION FOR WIND LOAD; COMPLIANCE PROJECT NAME: PROPOSED MERRITT RESIDENCE OCCUPANCY TYPE: R STREETADDRESS : 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3461 CONSTRUCTION TYPE: v PERMIT NUMBER: CERTIFICATION STATEMENT: 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: 2020 - 16 1. FLORIDA BUILDING CODE EDITION WITH: X SUPPLEMENTS AND ASCE 7 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING : X X S D 3. RISK CATEGORY : I 11 i11 IV EXPOSURE CATEGORY: B C 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 5' 5. MEAN ROOF HEIGHT: 12•2' ROOF PITCH: 6112 PARAPET: NIA FT 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10' PARH) 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 7. DESIGN LOADS: FLOOR: 40 PSF ROOF 1 DEAD : 5 PSF ROOF/LIVE: 20 PSF BALCONY - NIA 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: YE5 -�NO (NOT EXPLAIN WHY NOT 9. IS A CONTINUOUS LOAD PATH PROVIDED: . YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED 7 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 PORT PROP MEN: MEN ■E AREA TABULATION OCCUPIED A/C AREA: 2031 SQ. FT. 2 CAR GARAGE: 407.0 SQ. FT. 1 CAR GARAGE: 344.0 SQ. FT. FRONT ENTRY: 114.0 SQ. FT. REAR PORCH: 173.0 SQ. FT. TOTAL FOOTPRINT: 3069.0 SQ. FT. SCALE: 114" = V-0" THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. Paul Welch PLANS AND ENGINEERING BY.,-,:::. ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME : MERRI7T RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + 1- 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT arts• x 1-tra" MIN. EMBED TAPCON9 WINDOWS SEE ELEVATIONS + 501- 63.0 MI WINDOWS & DOORS 185 PW FL # 15349.5 IMPACT srts• x 1•AT a• r ta" O.C.t14' MIN. E PCONS O,e. MULLIONS NIA BLOCK GLASS NIA NIA NIA NIA NIA NIA NIA SKYLIGHTS NIA NIA NIA NIA NIA WA NIA SLIDING GLASS DOORS SEE ELEVATIONS +1- 55.0 MI WINDOWS & DOORS 1201 1301 140 FL # 22401.3 IMPACT (2 ROWS)1W x 1-1r4• MIN. EMBED TAPCONS AT 6" t 16' O.C, SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.12 IMPACT ua•x 1-Ira' MIN. EMBEDTAPcoNs AT9'l14.5'O.C. FRENCH DOORS SEE ELEVATIONS + 1- 50 THERMA-TRU SMOOTH STAR FL# 20468.7 IMPACT 114'x 1-1/4'MIN EMBED TAPCONS AT B" r ta.5" O,C, GARAGE DOORS SEE ELEVATIONS + 551- 64 DAB 824 / 811 FL # 15371.5 NIA 5rte" x 1.(O MIN. EMBED LAG SCREWS ONE PER BRACKEn HURRICANE PROTECTION NIA NIA NIA NIA NIA NIA NIA ROOF VENTILATION -54.9 -180 TAMCO COOL RIDGE FL # 4103.1 NIA FASTEN USING MIN.0.125• SHANK DIAMETER, MIN. DAIT HEAD DIAMETER. MIN. 2,5• LONG CORROSIVE RESISTANT ROOFING NAILS SPACED 24' O.C. ON EACH SIDE OF THE RODGE SLOT. UNDERLAYMENT NIA NIA SOPREMA, INC. RESISTO LB1236 FL# 2569.1 NIA APPLY DIRECTLYTO THE ROOF DECK. DO NOTAPPLY TO SHINGLES OR OTHER ROOF COVERINGS. STARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3' MIN D S 3" AM ENPLAP MIN, PEAL HALF 0FTHE BACKINGOFF THEROLL ANDAPPLY FIRM EVE PRESS RE BACKING RO FROM THE CENTER TO THE EDGES. REMOVE THEBAC F K F M7HE REMAINING HALF OF THE ROLLANDAPPLY PRESSU £ R. -:� ''.. ROOFING MATERIALS 150 194 OWENS CORNING ARCH: ASPHALT SHINGLE FL # 10674.1 Nlq FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE JDA05 INCH (3MMI SHANK WITH A MINIMUM 318 INCH (10MM) DIAMETER HEAD, ASTM F 1887, OF ALENOTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND MINIMUM 314INCH (10MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING ISLESS THAN314 INCH (19MM)THICK, THEUGH THE SHEATHING FASTENERSSAHALLSTENERS COMPLYWIITHASTM F 887 €SHALL PENETRATE e 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 201 SW PORT Si LUCIE BLVD., SUIT1,103, PORT Si LUCI , fLORIDA 34983 I v W 7 0 a PROJECT NAME PROPOSED MERRITT RESIDENCE PROJECT ADDRESS 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 SHEET TITLE COVER PAGE �10 VV� DATE : 0412012021 SCALE 1141'= 1`-O" GARAGE SIDE LEFT EXPOSURE: 160C MODEL: MAUI CUST. JOB NUMBER 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, F13C 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 CON DITIOND 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 1S 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 FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 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 ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W1 BATTERY BACK UP - ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED 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. ADDITIONAL NOTES 1) INTERIOR TO BE'/" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. Y2" THICK WITH (13 GAGE, 1 3I8" LONG, 19164" HEAD; 0.098" DIAMETER,1 X" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 518" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 518" LONG, 9132" 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 1278AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. . 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316, 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOTTO 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 S ) MN 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'W'SUSPENDED SLABS: 1 /x ' " 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS 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 DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 15' LONG AND 0.131 DIA, 11) LINTELS SHALL HAVE 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 3I6" 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. ENGINEER Ir!'1 Li L. V V G L. Li M I IN La . MECHANICAL - ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 20'-3„ 21'_7„ 24'•2" 12'-10" ® © ® HB SH-22I TEMP. SH-26 / EGRESS SH-26I EGRESS -I' SH-26I EGRESS / VN too TRUSSED ROOF PORCH 12'4/" TILED\ N 9'-4"FLAT CEILING ■ oo SHOWEFt�C\ ion r—— — — — — — — — — 3-112" STEP I I R ■ BEDROOM # 3 DEN WD 9'4"FLAT CEILING 9'-4"FLAT CEILING o IN = oloommo I I ° ml I 16080 IfTEMP. / SGD. 3-112" STEP ■ STACK °K I MASTER SUITE I ■ ■ ■ ■ ■ ■ I 9-4"FLAT CEILING I 104" COFFER CEILING t 6'-101/," 1 5'- Iff II 2880 mN mN ■ N 80 mm, oo, — 5080 / BI2 FOLD iI 2880 12'/ "N 18'-0 2'0 CLOSET 10'-4" I I I I I I 7'-0" BATH ■ °: LIVING / DINING AREAS CEILING 9'-4"FLATCEILING G, I m WC rol� 10-4"COFFER CEILING o 4 6080/BIFOLD _ I 1 1 I UTILITY ■ N 2880 I I N I I "' "' ""' A _ WASHER DRYER - I I I LOCATION LOCATION UB /SHOWER WARDROBE L "000 — — — — � 22'-4'/." 10'-2/" Iap ". ROD &SHELF q iv I j �' I DRAW a ■ R O $ WARDROBE ° srncK TILED w Y — — — — — — — — — — — — — — — — — — — — — — — m SHOWER ■ III it m KITCHEN o 3 I1AHolooU CEILING 9'-4" FLAT CEILING N BATH o � too x OA/C COND. J ' L` _ —z 111p 9'4" ° 3'-0 •N 3" O.C. STEEL looloo 8'-3" 3'_1y„ ,_7„ 12, 4„ p 4 / PROTECTION POS SULATE w/R41 -11 ■ X ;p 18i1Wto ' too N N LL n lot ' 22" X 54' ATTIC ACC. /loop ' 0" 2880 PULL DN. STAIRS 0 N m , , 2880SC m N ' `-------------' 1-0 m-' — — — — — — — — — — — — — — — — -- :%' In 36"HIGH COUNTER NN UTILITY PAD GARAGE N LU 9'-4" FLAT CEILING1,211 1 I AIC COND. --- loot 20 MIN. 5�_8„ w R 2'_0" 1 I 44 / N FIRE RATED 4" w/SELF CLOSE HINGE FOYER co MASTER SUITE 2 ' ■ I , I •' 9'-4"FLAT CEILING r m NO' 9'-4"FLAT CEILING ,.. _ - - _ - _ , .* 10-4 COFFER CEILING N "- ---------------------- -- ------ --------------- -j .. _ , i ' t00000 I ".;Q °- DW ® 3080SC EGRESS F1 ro,--*------ - - -- I �' I ■ w/12" (SL IMPACT _ _ . ' zat I , I " h . W . . . . , / w ■ 3-v2• STEP SH-34 / COL. TEMP. 2880SC ( ' I omoo I © I / ' COVERED ENTRY 0 , aR ^ ' — — — — — — — i`' — — — — — — — — — 4,_0„ ws , N j' O "I" , INSULATEw/R-11 S� i� ■ 120 PI olooloo 8° N ■ ■ ■ 16080 / OHGD / / I I I I `� 1 WH ■ 3068SC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ oT m'I I AHU I O O — — — — — OLIB"X1B"CMUCOLUMN N I' 3'LO.C_STEEL looloo ■ ___�PB91EQTJ NlooloPpST FLOOR PLAN (3 LOCATIONS) MW. ,RATED a , 122"X54"ATTICACC. / „ SCALE: 1/4 = , 1 I, -0 w/SELF CLOSE HINGE PULL DN. STAIRS I GARAGE q 1511 m m i 9'-4"FLAT CEILING FPL METER too (AL F.F.j 200AMP 16•4,/,�� ELECT. PANEL = o ■ I LL W ' 22'-10/" in m W SH-26 SH-26 0 41'1.10" 2411 s6'-o" FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # 5L Well # Dater Reviewer: "I PORt S1 LUCID PROP�RII�S, INC. k RUM AREA TABULATION OCCUPIED AIC AREA : 2031 SQ. FT. 2 CAR RAGE: 407.0 SQ. FT. 1 CAR RAGE: 344.0 SQ. FT. FRONT TRY: 114.0 SQ. FT. REAR CH: 173.0 SQ. FT. TOTAL FOOTPRINT : 3069.0 SQ. FT. SCALE : 1/4" = II PRE-ENGINEERED R @ 24" O.C. COVE 4PLYC (SEE N/ HETA w nUrtrc,L.r,rvc ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) SOPREMAROOFUNDERLAYMENTS (PEAL AND STICK) 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: VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER — (SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING J PROJECT NAME DATE : 04/21/2021: 04/21/2021 PROPOSED MERRITT RESIDENCE SCALE 1/4"= 1'-0" W PROJECT ADDRESS GARAGE SIDE LEFT 7 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 EXPOSURE* 160 C O SHEET TITLE : MODELIN MAUI CUSTOM a MAIN FLOOR PAGE J O B N U M B E R TOP OF SLAB `Y GRADE—t 4' ENGINEER PAUL WELCH INC. MECHANICAL °ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 SOFFIT DETAIL NO SCALE INSULATION X 6" PRIMED &PAINTED 'S SPRUCE :NTED SOFFIT X 22" SCREENED VENTS 1CC0 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) 1l2" DRYWALL @CEILING (TYPICAL) PROVIDE 2 GORSES OF 8" X 8" BEAM BLK. 3000 PSI CONCRETE EACH FILLED CELL � 8" PRECAST LINTELS O ALL p DOORAND WINDOW OPENINGS LL & FILLED W/ 3000 PSI CONCRETE = p �w FURRING STRIPS 1 @ 16" O.C. WITH FI-FOIL q INSULATION LL 1/2" DRYWALL W (TYPICAL) u- 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 610/10 WWM OR FIBERMESH TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE A101 PRE-ENGINEERED R @ 24" O.C. COVE 4PLYC (SEE N/ HETA w nUrtrc,L.r,rvc ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) SOPREMAROOFUNDERLAYMENTS (PEAL AND STICK) 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: VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER — (SEE FOUNDATION PLAN 1 l FOR SIZE &SPACING J PROJECT NAME DATE : 04/21/2021: 04/21/2021 PROPOSED MERRITT RESIDENCE SCALE 1/4"= 1'-0" W PROJECT ADDRESS GARAGE SIDE LEFT 7 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 EXPOSURE* 160 C O SHEET TITLE : MODELIN MAUI CUSTOM a MAIN FLOOR PAGE J O B N U M B E R TOP OF SLAB `Y GRADE—t 4' ENGINEER PAUL WELCH INC. MECHANICAL °ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 SOFFIT DETAIL NO SCALE INSULATION X 6" PRIMED &PAINTED 'S SPRUCE :NTED SOFFIT X 22" SCREENED VENTS 1CC0 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) 1l2" DRYWALL @CEILING (TYPICAL) PROVIDE 2 GORSES OF 8" X 8" BEAM BLK. 3000 PSI CONCRETE EACH FILLED CELL � 8" PRECAST LINTELS O ALL p DOORAND WINDOW OPENINGS LL & FILLED W/ 3000 PSI CONCRETE = p �w FURRING STRIPS 1 @ 16" O.C. WITH FI-FOIL q INSULATION LL 1/2" DRYWALL W (TYPICAL) u- 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 610/10 WWM OR FIBERMESH TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE A101 20 FT. OF RIDGE VENT +/-20'-2"TO RIDGE -----------------_-_--- 12 M_R.H. 14r-9„ 13 FT. OF RIDGE VENT BRG. HT. 11'-1" BRG. HT. 9'4"11 BRG. HT, 9'4" BRC S. HT_9'-4" ®® OPENING LD. . c ::FH31 OPENING I.D. OPENING I.D. OPENIANG I.D. ®� ® OPENING I.D. DU, PENING I.D. OPENjNG I.D. OPENK G I.D, m OPENING I.D. DUN 3 � � O ®mm®mm® EIII 31 31 11 11 F.F.E. 0'4' m F.F.E. 0'4'-F_F.E. O'-O" - r ,.nrrr. c: uirurr „irmav„r�:u-. n.^7! „i .;vr d,!,n,i,, r:��-:u ! iry r,i..Npi ru! r y:<n:!, r!, iip:,r !!,!a!,!p!iif ! 3 I. ih- i. ,ii!I III li l° II'illi. OPENINGLO. „ i Iv� ,i il,, ( rl h;', OPENING LD. I '! �� C a �r� ,! 1 t (' N`T E� ' IA=1 lP171 ji 1'I B NOTE: OPENING D & E AROUND CORNER + OZ , RI G H I , j LEVA IIIION I .I ,, 0�1 ! [Ell ( 21 , I 1 n.a..� -! ! r n h rfNr r-fl , f r i(. 3,-rnrrr u o ! a., s!Im..I;1, +t.<, lYem^4 : . r1,1 �,:(rl.l ! 4. r, wa , rlir. . S ram . ,! , a f „n r.<„..LI r r SCALE: 1/4 = 1'-0" SCALE: 1/4' = 141 31 21 �r�l�!i!, R�E�A►R'�E°�E��/ ,I, '� ,x i l ,� r,u N 0 SCALE: 114" = 1'-0" 4 I 3 E Sr_dl E 114" = 1'-0" CALCULATE ATTIC VENTILATION CEILING = 3069 SQUARE FEET 3069 / 300 = 10.23 REQUIRED VENTILATION 240 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 36,6667 SQ. FT. / 2 = 18.3 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 18.3 SQUARE FEET > 10 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS a 72" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC OF REQUIRED VENTING AS PER FRC 806.2 EX #2 4,092 SQ. FT OF RIDGE VENT 10.23 X 50 % = 5.115 SQ. FT OF RIDGE VENT RIDGE VENT 33' LINEAR FEET OF COOL RIDGE VENT (18 SQ. IN./FT.) = 4.125 SQUARE FEET OF RIDGE VENT PROVIDE 33' LF OF RIDGE VENT ,� ,li i�j+Il ,yr �� Ililr ly � b r,al., I iii`r'1! i OPENING I.D. u 7 ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA � INTERIOR ZONE Q END ZONE IN SQUARE FEET POSITIVE NEGATIVE OSITIVE NEGATIVE 1Q 10 +35.5 PSF -38.5 PSF 5.5 PSF -47.6 PSF 2 15 +35A PSF -38.5 PSF R+35*4 PSF -47A PSF 0 +35.3 PSF -38.4 PSF5.3 PSF -47.2 PSF 5 +35.3 PSF -38.3 PSF5.3 PSF 47.0 PSF 0 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF 0 35 +35.1 PSF -38.1 PSF +35.1 PSF 46.7 PSF 0 60 N/A N/A +31 A PSF -35.5 PSF 0 110 N/A N/A +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 746 ui Z EXPOSURE 160-C PROJECT NAME : DATE : 04/21/2021 ENGINEER L PROPOSEDMERRITTRESIDENCE SCALE : 1/4"=1'-0" PAUL WELCH INC. �''�5�''���� s����'�`'-. r W MECHANICAL o ELECTRICAL a - PROJECT ADDRESS GARAGE SIDE : LEFT CIVIL ENGINEERING =*" l4°.2aaas� W Al 02 1984 SW BILTMORE ST, SUITE # 114 ' { a' 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 EXPOSURE : 160C PORT SAINT LUCIE,FL34984 z x srr,r�rx 1 PHONE: (772) 785.9888 Al 0 , c dt`.,w SHEET TITLE MODEL : MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM ii (JJ M�7ylarr Io,unJr� PAUL WELCH P.E. Q. ELEVATIONS PAGE JOB NUMBER : FLORIDA REGISTRATION N0.29945 --- I I CW I GO I 1 0 I l I I I / 1 I WNGFI ■ \\ OH� `0 � GFI A/C COND. �a--AHU. C 3"O,C.STEEL a ■ PROTECTION POST i1 220V� ATTICACC.\/ DISC* UTILITY PAD i i ' 4 ' ' o ' ■ i - _._._--'__------- ELECTRICAL PLAN. SCALE: 1/4' = 1'4? LIGHT _..FAN _ LIGHT LIGHT SD/COr-------------------, JCF4 1_ 214" 7'-2%" _I- ii 7'-2%" 2,_0„ I \ 36" HIGH CO NTER / 0 Itm w \1 UNDER SINK FOR 4a ` $ DISP. AND WASH -11 ion - M M ■ -Yai--�----;n ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET 0 3-WAY SWITCH $3 SD/CO DETECTOR �D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $p DOOR CHIMES � PUSH BUTTON 0 ALARM PAD GARAGE DOOR OPENER WP-GFI OUTLET MO 1 SERVICE PANEL o 110V OUTLET (p SERVICE METER r'-1 CEILING FAN 220V OUTLET q) LIGHT FIXTURE / \ \J 4-PLEX OUTLET Q WALL MOUNTED x SWITCHED OUTLET LIGHT FIXTURE \ SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH / \ \PJ CEILING FAN w/LIGHT JUNCTION BOX RECESSED LIGHT R A/C DISCONNECT VAPOR PROOF 3 O PHONE OUTLET T RECESSED LIGHT L� TV OUTLET FLOOD LIGHT FLOOR OUTLET G DISK LIGHT 4,D),)L SCONCE PREWIRE K�!) NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA72 N (TYPICAL) 1 /\ All - ' /(TYPICAL) \ `LIGHT I \ FAt� \ \ J SDD//CO W I..DHI \/ / 0 SD/CO LIGHT , \ I I FAN i I i 1 i i I 3" O.C. STEEL - - — PROT-EBTION-POST , iATTIC ACC. i PORt ST LUCID PROP�RII�S, INC. lwJ o? 1 u.`Efl , C7 1200 AMP ELECT PANEL -� ■ \J ELECTRICAL LOAD CALCULATIONS PER NEC 1 2031 SQ. FT AT 3 VOLT-AMPERES (GENERAL LIGHTING) 6093 VA 2 (2) 20 AMPAPPLIANCE 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: 41293 VA FIRST 10 KW @ 100% REMAINDER Cad 40% TOTAL : A/C HEAT (off 100% TOTAL : 38517.2 160 AMPS USE 200 AMP SERVICE. 240 10000 12517.2 22517,2 16000 38517.2 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 BEHIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION 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, B) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OFALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. w 4 io 200 "EP" 2 120/240` M 19 MBR 200A MLO 'PROJECT NAME PROPOSED MERRITT RESIDENCE PROJECT ADDRE55 : 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 SHEET TITLE an ELECTRICAL PAGE SERVICE BY FPL DATE 07 / 08 / 2021 GARAGE 51DE LEFT EXPOSURE 160C MODEL MAUI CUSTOM JOB NUMBER: # 4 CU GROUND TIED — TO BUILDING STEEL, CWPAND DRIVEN GROUND ROUND NOTE :USE ALL COPPER WIRE OPTION - "B" ELECTRICAL RISER / DIST. NO SCALE ENCINEEFZ PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 A103 if 0 Ill 20,_3" 211 2414' 1'-11" 31-10" 5'-9" 311 411 4' 0" Thell" 3'-10" Veil 314" 311 1'-11" 4'1 12'-10" If 6 IT ED �L u Lit w/ (1) #5 BAR CONT.GE HB ;?;!,it if f; Lo It ll,le. ;I — — — — — — — — — — — — — — — meet h,, them them the, them them she them them le, them them I "t 1� 11 1,i! N ( II r — ■ l ltl ,I {II i 7 ill .I '!lit:.,' 'i 'i (I .; i ■ ill l iiN �'ii it ' �43I: {';]iIll�illlll'illli$If N (Iltlililllylllllll'It41is`ill! I�III , fifth „ , " N +I " iv II Q II )-I NIt o !I O \ W THICKSLAB L� 1`4� 11 LL r o w/ ERMESH OR 6"�6" tOMOEWWM +I tL ti. ri u- I—i I i' I: IV 3- I STEP to It N OVER VAPOR BARRIER ON CLEAN 11 { j I If +„ 3L COMPACTED CHEMICALLY TREATED FILL 4 ■) - +)� + ! 4 !iLL itc m r )! I ve� 2'-4%" 16'-10" 2'�4/: i� \:� el F 6 I'Ills ,, (,, I - &F6F-9 lI(rl II�� FTO R FTG I!) _U d' II r, it+l �it :I1 6'-11%" RECESS61A83-1/2" �! it themet o THICKENED ,, BELOW FINISH FLOOR ' II {pl EDGES l, 3,112w STEP r �(' Ni +r !fS Its , i il, F-9 TILED SHOWER i , 1 ,. I II n n'u:I I , [.. ! I ;l +ji I, .. ■ r ■ ■ r ! 11Y1- �h� v y r.,� (RECESS 3-1/2") {„,;'+ fjl I,f- i I,)'..l, �? !„t 111 llrlli,l,l s. {, lfu I,i�l{, ��Il I,.t,,. +.:`')!h++i{I, ; ;; Ii; {,.';I it ,�: ,.a�;fi!tii�h 1,4Ili�l�''I 10 lilac i I seem i ■r f/ lll.silt fi��l3r 4 :IEII� ' , III lrf y,(`��tjil II 'j iii - t, ■! 4 IN 11;!I!'r111 20' 2%" ■ (Ill!', -_1it F-9 4" THICK (3000 PSI) CONCRETE SLAB a II I iC�{ G w/FIBERMESH OR 61/ 6" 10/10 WWM a m j, I I�� 4 ���� i' O OVER VAPOR BARRIER ON CLEAN I 'd' I aill), N u. COMPACTED CHEMICALLYTREATED FILL E — I. _ _ _ _� _ _�— pj q{��' -`yam' I It If feet, _ POD tl I,IE __ _step ! the -lit I °. �IIst _I—{—i,_. _. _ '_ if — —__ — _il_.A III i_`— d �$���t + lIN ili I+ A ■, I IItime, i /� Itl I I ya l"fl' �OH 3"AC CHASE I� OI I Il 4 �� 2 � A/CCOND. ar, BYPLUhe II.I"�: � �Ni m UI.lIlilt O metMBwo,fIver Lhim, AHU ! F_6 It _ �i iIlls all O.C. STEELow, JD OTECTION POST I■ (IF. the 2"CURB I it K FTG i rl theme ■.. mill (ll BEYOND WALL ! I :� �II ryl ��� l.`Iwit, �lI�I �oi �19 (; RUN CONDUIT TO ISLAND — ho �/ I I 13'-6" THICKENED 4 ew him them EDGES rhie,i' pI L — — — — — — — — — — — 0 3 7/ a i6 h / II 14t TILED SHOWER ' Iteeteeth t� (�t I� them (RECESS 3-112") a!)t II{( IfIl feeI � F T-1" Iil G li{� 14 w I, i �I a Al COND. �`II �( C 12' 6�" 11'-10" �IQf III o � IIIIII Nst U)j NeN- �1."r � t 4F� C �i+"N!!,MAIN } �'. RECESS SLAB 3-1/2" EGRESS of .6 in thesset F-1G ! DOOR = -_, kll BELOW FINISH FLOOR I`f 'L_ IE 0 �" Ii.` I �.' - - ---------------- '' cq C9 Iq cD 22'-10" (------ _ ! �oi ❑ Q{ ' ' l� BJ Po' h `1' {+, 1 i -q„ 1 'I (I at+ tl I N II)I ,II I I+ r! I'I I(I 1SI I �l V., I !('�jI f (( t)' i II I III I! i! so, y�jtn� I U << II Y 1 III /, , ° 11a,k' l 18'-11" ' - l lrs Il iill )+II..I.IY� +i kl, III; ■ ■7„ !� It„I IS Iluih� lll! ■ .IN I+! ■ r �I live,lietim fu. ■ Fell ■000 3 1/2 STEP '' : lilt 5' 0%" 4'-1%" Vol 5, 0„ 2'-2/ ■' It: � �Ito F 6 fee �� '� CURB HEIGHT VARIES W O RECESS SLAB 3.1/2" c� G N C7 a p-g 4.0" q +1t (D AROUND PERIMETER OF GARAGE U p. fD BELOW FINISH FLOOR i FTG yit a fifly { 4 cn I(t l O N t ill itIll w m •- ■ 1�+ i jIII :` :' O �■ tee,- -` - ---'{!L'- - - - -'- — --—Lit, l LI - -'I'=i-._�-1^' R M ill ;in p41 ■ ■ N �I(I� ■r i.l.l 4�II. l+, i,h„^. " ';i J. f Ii w 1' li li ■ ■. ■ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Set_ _ — — — — — — — — — — — — — — — — -� — — — ■ 1 t I I.. If 16 �I WH AHU l.� r cI 3" O.C. STEEL �� m lit �Efli� — — — — — — — _ _ _ — _ _ �, ({fi ■ PROTECTION POST )III ; U LifeLit,A , ;lilt -- - - - - -It - vI�i s ltjl� t4G) 4" THICK (3000 PSI) CONCRETE SLAB o It I yj f w/ FIBERMESH OR 6"/ 6" 10/10 W WM rj is ■ I,!l;,l OVER VAPOR BARRIER ON CLEAN IV-4 COMPACTED CHEMICALLY TREATED FILL 16,_6„ �� i hat FTG �� . R 0 ILI O I r Al he N a them'a iv op r 4 200 AMP , �tt ! ° F-1 i SLOPE ELECT. PAN L l+i 18'-9" 8'-2" 14'-11" II 1 : 12 MAX IIflits G I t 22'-10" IIC In FOUNDATION PLAN " ■ SCALE: 1 /4° = 11-011 'll��;l(Iliuti,ll�, meet a� ■ I l II l_I �,,II. s d K LL „ Il ,I ■CURB�h' I I (■ ■ '' OLIRB' ■=CURf3� ■ ■' h(C1�181iIfiNi Ir ri 20141 21'-7" el 511 TAU' 211 21 311 Veil Is 4"TI # 5 BAR INTO SLAB A 41'-10" 2411 66'-0" Nf Z #5 REBAR 0 M Y� 111- 111=111=111 `�IIIII l I �III'1=1i1= ..._. — If 2ETE SLAB FINISH FINISH FLOOR methemi — ' the Pi ' ' 12" CONCRETE SLAB F1 BEARING FOOTING FZ INTERIOR NON-BRG. FTG. S@CA—LE: 1/211= 1'-0" SCALE: 1l2" =1'-0" #5 REBAR z It 7.6I8" CURB I� I z_ CONCRETE SLAB IN =111= III11� IIIE"Jmemem 11111 4" F3 CURB SECTION SCALE: 1l2" =1'-0" _ #5 REBAR CONCRETE SLAB 1111 IIITlllll�llllli 16" tq,� � (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. EXTERIOR STEP F6 SCALE: 1/2" =1'-0" IN • � n n—III I 111 tl , 11111111111111 1111111111�' B� 1111 n# 111=III=111 1 111 AMP 11a11) I �1=111 111 111-111 111 111=111-1ii.- ' 111_III III 111-111= IIIBIq • • i LOCATIONS) :IIIII� ®Illil�� it I1=111_III_111=111=1. ?I1IM111=111_IIIE.3111E!e 1151118111=111=IIIc111B EIIIthem FINISH GRACE IIIBIII_III_IIIBII 11.II1�11I_II15111BIII'a E111=111E!111=111EIIIBII III_m=_ 1—c1=1111E11=111I=II=III1E11=1111511=111111="POD =!IItIheIm them" 11=111==LI=I"EcII ,,, PSI) CONCRETE SPREAD FOOTING o1=11=1, adwwI11=EII!_IIIBII ill'm them mElll=!!!5 '-e111BIIIBIIIBIIIB111=1115111=III_IIIBIIIBII II_III_III_IT III_III'e!111_III_III-111-III? " 1 ®TYPICAL STEM WALLFOOTING SCALE: NO SCALE PROJECT NAME : DATE: 07/08/2021 ENGINEER PROPOSED MERRITT RESIDENCE S GALE : 1/4" =1'-0" PAU L WELCH 1 N C. W PROJECT ADDRESS GARACaE SIDE LEFT MECHANICAL�ELECTCAL CIVIL ENGINEERING O 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 EXPOSURE : 160 C 198PORT SAINTORE LLUCIE,FL349 4114 PHONE : (772) 785.9868 SHEET TITLE M ❑DEL : MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM teette 0. FOUNDATION PAGE J ❑ e NUMBER PAUL WELCH RE, : FLORIDA REGISTRATION NO, 29946 5 REBAR WITH 30°MIN. LAP SPLICE 5 VERT REBAR IN (300D PSI) CONCRETE 1LLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) iTUCCO FINISH # 6 BARS CONTINUOUS AT 12" O.C. VERTICAL INISH GRADE ("SEE ELEVATION PLAN") !000 PSI) CONCRETE SPREAD FOOTING # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE A104 2'-31' 3'_2„ 6.5" 3141 6.3„ 4.3" 3'-21f 711 3,_2„ 611,351 — — — q — — — — — — — — — — — — — — — — — — — — — — — — — — 17 16 13 12 15 R m 3-11T STEP D�j 14 11 � <V 0 9'-4" BEARING HT. t 10 N ® 11'A" BEARING HT. N cmc� N MAIN EGRESS DOOR / � M 44 fit — — — — — — — — — — — 3 L4 — — — m L 1 - y 8 N 18' X 18'1 COLUMN L-2 (3 LOCATIONS) , i 16,_0„ 2 -1 1/2„ m BLOCK & LINTEL PLAN ' SCALE: 1/4" = 1'-0" N 21 2111 5'Al" 3'-2" 6'-0" T-2" oil 41'-10" 2401 66'-0" PORT S1 LUCID PROPfR11fS, INC. goo FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR t— C.M.U. U —I Q co GROUT 1n O r Z • FIELD ADDED #5 REBAR @ BOTTOM (MIN. (1) REQUIRED) 7 5/8" BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" (VARIES) NOMINAL WIDTH in �■�in s l� 8F28 �i in ■ ■in a ■ ■ ■S■!in III 8F24 F =FILLED W/ GROUT, U =UNFILLED QUANTITY OF #5 ((n�D BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH —� QUANTITY OF #5 EIGHT L- REBAR @ TOP NOMINAL H :a �■�II 8F20 CROSS SECTIONS TYPE DESIGNATION s NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O 16080 OHG DOOR 192" X 96" 96" 9'-4" 17'-4" 8F16AB/1T 950 700 404 350 0 3080 OUT SWING 54" X 99" 99" 11'-1" 5'-10" 8RF34A B/1T 8706 550 4453 250 DOOR w/ 14" SIDELIGHT O3 Si 54" X 63" 96" 11'-1" 5'-10" 8F37-1B/1T 8328 850 4498 350 ® 3068 41A/2" X 83" 83" 11'-1" 4'-4" 8F50-1B/1T 10893 100 6183 100 OUT SWING DOOR O5 9080 OHGD 108" X 96" 96" 9'-4" 10'-6" 8F16-1 B/1T 1533 650 914 250 © Si 38"X73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 250 3079 100 70 SH-26 38" X 73" 80" 9' 4" 4'-0" 8F16AB/1T 6113 250 3079 100 8 3068 41-112" X 83" 83" 9'-4" 4'-4" 8RF30-1 B/1T 10893 650 6183 250 OUT SWING DOOR Og Si 38" X 73" 96" 9'-4" 4'-0" SF16-16/1T 6113 200 3079 100 10 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 11 SH-H32 27A/2" X 26" 96" 9'-4" 3'-6" 8F16-1 B/1T 6113 200 3547 100 12 SH-26 38" X 73" 96° 91-4" 4'-0" 8RF16-1B/1T 6113 1550 3079 850 13 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 950 3079 400 1a 16LA0 192" X 96" 96" 9' 4" TIE BEAM TBA SLIDING GLASS DOOR 15 GLASS 72" X 96" 96" 9'-4" 4'-4" 1 8F14AB/1T 5206 100 2635 100 SLIDING GLASS DOOR 1s Si 38" X 73" 96" 9'-4" 4'-0" 8F16-1 B/1T 6113 200 3079 100 17 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 L-1 OPENING AT COVERED ENTRY gg" 11'-1" 2'_10" 8F16-1B/1T 6113 100 j723 60 100 TOP OF BEAM L 2 OPENING AT COVERED ENTRY 96" 1 O BE 7'_6" 8F16-1 B/1T 2661 250 34 100 TOP OF BEAM L-3 OPENING AT COVERED PORCH 96" 11'-1" 3'-6" 8F16-18/1T 6113 200 47 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 11'-1" 12'-0" 8F16-1B/1T 1254 150 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 91 91466 19'-4" 8F16AB/1T 750 150 347 150 TOP OF BEAM TB-1 8" X 14" (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2) #7 BARS CONTINUOUS BOTTOM AND (2) #5 BARS CONTINUOUS TOP WITH #3 STIRUPS AT 12" O.C. I �■ PROJECT NAME : DATE : 07/08/2021 EN G N E E R 4 h 14 Atl,y PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W � �i J kq�GE Myt,y"Y i MECHANICAL a ELECTRICAL Na 2'�BIS 41 y's_ W PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A105 a 1984 SW BILTMORE ST., SUITE # 114 f c 2205 RIVER HAMMOCK I.N. FORT PIERCE, FL 3481 EXPOSURE : 160 C PORT SAINT LUCIE, 134984 4 �� _ PHONE: (772) 785.9888R79�` S H E ET TITLE MODEL: MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM��IAM1 PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER FLORIDAREGISTRATION NO, 29945 8F28 �i in ■ ■in a ■ ■ ■S■!in III 8F24 F =FILLED W/ GROUT, U =UNFILLED QUANTITY OF #5 ((n�D BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH —� QUANTITY OF #5 EIGHT L- REBAR @ TOP NOMINAL H :a �■�II 8F20 CROSS SECTIONS TYPE DESIGNATION s NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O 16080 OHG DOOR 192" X 96" 96" 9'-4" 17'-4" 8F16AB/1T 950 700 404 350 0 3080 OUT SWING 54" X 99" 99" 11'-1" 5'-10" 8RF34A B/1T 8706 550 4453 250 DOOR w/ 14" SIDELIGHT O3 Si 54" X 63" 96" 11'-1" 5'-10" 8F37-1B/1T 8328 850 4498 350 ® 3068 41A/2" X 83" 83" 11'-1" 4'-4" 8F50-1B/1T 10893 100 6183 100 OUT SWING DOOR O5 9080 OHGD 108" X 96" 96" 9'-4" 10'-6" 8F16-1 B/1T 1533 650 914 250 © Si 38"X73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 250 3079 100 70 SH-26 38" X 73" 80" 9' 4" 4'-0" 8F16AB/1T 6113 250 3079 100 8 3068 41-112" X 83" 83" 9'-4" 4'-4" 8RF30-1 B/1T 10893 650 6183 250 OUT SWING DOOR Og Si 38" X 73" 96" 9'-4" 4'-0" SF16-16/1T 6113 200 3079 100 10 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 11 SH-H32 27A/2" X 26" 96" 9'-4" 3'-6" 8F16-1 B/1T 6113 200 3547 100 12 SH-26 38" X 73" 96° 91-4" 4'-0" 8RF16-1B/1T 6113 1550 3079 850 13 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 950 3079 400 1a 16LA0 192" X 96" 96" 9' 4" TIE BEAM TBA SLIDING GLASS DOOR 15 GLASS 72" X 96" 96" 9'-4" 4'-4" 1 8F14AB/1T 5206 100 2635 100 SLIDING GLASS DOOR 1s Si 38" X 73" 96" 9'-4" 4'-0" 8F16-1 B/1T 6113 200 3079 100 17 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 L-1 OPENING AT COVERED ENTRY gg" 11'-1" 2'_10" 8F16-1B/1T 6113 100 j723 60 100 TOP OF BEAM L 2 OPENING AT COVERED ENTRY 96" 1 O BE 7'_6" 8F16-1 B/1T 2661 250 34 100 TOP OF BEAM L-3 OPENING AT COVERED PORCH 96" 11'-1" 3'-6" 8F16-18/1T 6113 200 47 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 11'-1" 12'-0" 8F16-1B/1T 1254 150 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 91 91466 19'-4" 8F16AB/1T 750 150 347 150 TOP OF BEAM TB-1 8" X 14" (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2) #7 BARS CONTINUOUS BOTTOM AND (2) #5 BARS CONTINUOUS TOP WITH #3 STIRUPS AT 12" O.C. I �■ PROJECT NAME : DATE : 07/08/2021 EN G N E E R 4 h 14 Atl,y PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W � �i J kq�GE Myt,y"Y i MECHANICAL a ELECTRICAL Na 2'�BIS 41 y's_ W PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A105 a 1984 SW BILTMORE ST., SUITE # 114 f c 2205 RIVER HAMMOCK I.N. FORT PIERCE, FL 3481 EXPOSURE : 160 C PORT SAINT LUCIE, 134984 4 �� _ PHONE: (772) 785.9888R79�` S H E ET TITLE MODEL: MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM��IAM1 PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER FLORIDAREGISTRATION NO, 29945 8F24 F =FILLED W/ GROUT, U =UNFILLED QUANTITY OF #5 ((n�D BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH —� QUANTITY OF #5 EIGHT L- REBAR @ TOP NOMINAL H :a �■�II 8F20 CROSS SECTIONS TYPE DESIGNATION s NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O 16080 OHG DOOR 192" X 96" 96" 9'-4" 17'-4" 8F16AB/1T 950 700 404 350 0 3080 OUT SWING 54" X 99" 99" 11'-1" 5'-10" 8RF34A B/1T 8706 550 4453 250 DOOR w/ 14" SIDELIGHT O3 Si 54" X 63" 96" 11'-1" 5'-10" 8F37-1B/1T 8328 850 4498 350 ® 3068 41A/2" X 83" 83" 11'-1" 4'-4" 8F50-1B/1T 10893 100 6183 100 OUT SWING DOOR O5 9080 OHGD 108" X 96" 96" 9'-4" 10'-6" 8F16-1 B/1T 1533 650 914 250 © Si 38"X73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 250 3079 100 70 SH-26 38" X 73" 80" 9' 4" 4'-0" 8F16AB/1T 6113 250 3079 100 8 3068 41-112" X 83" 83" 9'-4" 4'-4" 8RF30-1 B/1T 10893 650 6183 250 OUT SWING DOOR Og Si 38" X 73" 96" 9'-4" 4'-0" SF16-16/1T 6113 200 3079 100 10 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 11 SH-H32 27A/2" X 26" 96" 9'-4" 3'-6" 8F16-1 B/1T 6113 200 3547 100 12 SH-26 38" X 73" 96° 91-4" 4'-0" 8RF16-1B/1T 6113 1550 3079 850 13 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 950 3079 400 1a 16LA0 192" X 96" 96" 9' 4" TIE BEAM TBA SLIDING GLASS DOOR 15 GLASS 72" X 96" 96" 9'-4" 4'-4" 1 8F14AB/1T 5206 100 2635 100 SLIDING GLASS DOOR 1s Si 38" X 73" 96" 9'-4" 4'-0" 8F16-1 B/1T 6113 200 3079 100 17 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 L-1 OPENING AT COVERED ENTRY gg" 11'-1" 2'_10" 8F16-1B/1T 6113 100 j723 60 100 TOP OF BEAM L 2 OPENING AT COVERED ENTRY 96" 1 O BE 7'_6" 8F16-1 B/1T 2661 250 34 100 TOP OF BEAM L-3 OPENING AT COVERED PORCH 96" 11'-1" 3'-6" 8F16-18/1T 6113 200 47 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 11'-1" 12'-0" 8F16-1B/1T 1254 150 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 91 91466 19'-4" 8F16AB/1T 750 150 347 150 TOP OF BEAM TB-1 8" X 14" (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2) #7 BARS CONTINUOUS BOTTOM AND (2) #5 BARS CONTINUOUS TOP WITH #3 STIRUPS AT 12" O.C. I �■ PROJECT NAME : DATE : 07/08/2021 EN G N E E R 4 h 14 Atl,y PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W � �i J kq�GE Myt,y"Y i MECHANICAL a ELECTRICAL Na 2'�BIS 41 y's_ W PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A105 a 1984 SW BILTMORE ST., SUITE # 114 f c 2205 RIVER HAMMOCK I.N. FORT PIERCE, FL 3481 EXPOSURE : 160 C PORT SAINT LUCIE, 134984 4 �� _ PHONE: (772) 785.9888R79�` S H E ET TITLE MODEL: MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM��IAM1 PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER FLORIDAREGISTRATION NO, 29945 8F20 CROSS SECTIONS TYPE DESIGNATION s NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O 16080 OHG DOOR 192" X 96" 96" 9'-4" 17'-4" 8F16AB/1T 950 700 404 350 0 3080 OUT SWING 54" X 99" 99" 11'-1" 5'-10" 8RF34A B/1T 8706 550 4453 250 DOOR w/ 14" SIDELIGHT O3 Si 54" X 63" 96" 11'-1" 5'-10" 8F37-1B/1T 8328 850 4498 350 ® 3068 41A/2" X 83" 83" 11'-1" 4'-4" 8F50-1B/1T 10893 100 6183 100 OUT SWING DOOR O5 9080 OHGD 108" X 96" 96" 9'-4" 10'-6" 8F16-1 B/1T 1533 650 914 250 © Si 38"X73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 250 3079 100 70 SH-26 38" X 73" 80" 9' 4" 4'-0" 8F16AB/1T 6113 250 3079 100 8 3068 41-112" X 83" 83" 9'-4" 4'-4" 8RF30-1 B/1T 10893 650 6183 250 OUT SWING DOOR Og Si 38" X 73" 96" 9'-4" 4'-0" SF16-16/1T 6113 200 3079 100 10 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 11 SH-H32 27A/2" X 26" 96" 9'-4" 3'-6" 8F16-1 B/1T 6113 200 3547 100 12 SH-26 38" X 73" 96° 91-4" 4'-0" 8RF16-1B/1T 6113 1550 3079 850 13 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 950 3079 400 1a 16LA0 192" X 96" 96" 9' 4" TIE BEAM TBA SLIDING GLASS DOOR 15 GLASS 72" X 96" 96" 9'-4" 4'-4" 1 8F14AB/1T 5206 100 2635 100 SLIDING GLASS DOOR 1s Si 38" X 73" 96" 9'-4" 4'-0" 8F16-1 B/1T 6113 200 3079 100 17 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 L-1 OPENING AT COVERED ENTRY gg" 11'-1" 2'_10" 8F16-1B/1T 6113 100 j723 60 100 TOP OF BEAM L 2 OPENING AT COVERED ENTRY 96" 1 O BE 7'_6" 8F16-1 B/1T 2661 250 34 100 TOP OF BEAM L-3 OPENING AT COVERED PORCH 96" 11'-1" 3'-6" 8F16-18/1T 6113 200 47 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 11'-1" 12'-0" 8F16-1B/1T 1254 150 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 91 91466 19'-4" 8F16AB/1T 750 150 347 150 TOP OF BEAM TB-1 8" X 14" (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2) #7 BARS CONTINUOUS BOTTOM AND (2) #5 BARS CONTINUOUS TOP WITH #3 STIRUPS AT 12" O.C. I �■ PROJECT NAME : DATE : 07/08/2021 EN G N E E R 4 h 14 Atl,y PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W � �i J kq�GE Myt,y"Y i MECHANICAL a ELECTRICAL Na 2'�BIS 41 y's_ W PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A105 a 1984 SW BILTMORE ST., SUITE # 114 f c 2205 RIVER HAMMOCK I.N. FORT PIERCE, FL 3481 EXPOSURE : 160 C PORT SAINT LUCIE, 134984 4 �� _ PHONE: (772) 785.9888R79�` S H E ET TITLE MODEL: MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM��IAM1 PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER FLORIDAREGISTRATION NO, 29945 NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETELINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O 16080 OHG DOOR 192" X 96" 96" 9'-4" 17'-4" 8F16AB/1T 950 700 404 350 0 3080 OUT SWING 54" X 99" 99" 11'-1" 5'-10" 8RF34A B/1T 8706 550 4453 250 DOOR w/ 14" SIDELIGHT O3 Si 54" X 63" 96" 11'-1" 5'-10" 8F37-1B/1T 8328 850 4498 350 ® 3068 41A/2" X 83" 83" 11'-1" 4'-4" 8F50-1B/1T 10893 100 6183 100 OUT SWING DOOR O5 9080 OHGD 108" X 96" 96" 9'-4" 10'-6" 8F16-1 B/1T 1533 650 914 250 © Si 38"X73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 250 3079 100 70 SH-26 38" X 73" 80" 9' 4" 4'-0" 8F16AB/1T 6113 250 3079 100 8 3068 41-112" X 83" 83" 9'-4" 4'-4" 8RF30-1 B/1T 10893 650 6183 250 OUT SWING DOOR Og Si 38" X 73" 96" 9'-4" 4'-0" SF16-16/1T 6113 200 3079 100 10 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 11 SH-H32 27A/2" X 26" 96" 9'-4" 3'-6" 8F16-1 B/1T 6113 200 3547 100 12 SH-26 38" X 73" 96° 91-4" 4'-0" 8RF16-1B/1T 6113 1550 3079 850 13 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16-1B/1T 6113 950 3079 400 1a 16LA0 192" X 96" 96" 9' 4" TIE BEAM TBA SLIDING GLASS DOOR 15 GLASS 72" X 96" 96" 9'-4" 4'-4" 1 8F14AB/1T 5206 100 2635 100 SLIDING GLASS DOOR 1s Si 38" X 73" 96" 9'-4" 4'-0" 8F16-1 B/1T 6113 200 3079 100 17 SH-26 38" X 73" 96" 9'-4" 4'-0" 8F16AB/1T 6113 200 3079 100 L-1 OPENING AT COVERED ENTRY gg" 11'-1" 2'_10" 8F16-1B/1T 6113 100 j723 60 100 TOP OF BEAM L 2 OPENING AT COVERED ENTRY 96" 1 O BE 7'_6" 8F16-1 B/1T 2661 250 34 100 TOP OF BEAM L-3 OPENING AT COVERED PORCH 96" 11'-1" 3'-6" 8F16-18/1T 6113 200 47 100 TOP OF BEAM L-4 OPENING AT COVERED PORCH 96" 11'-1" 12'-0" 8F16-1B/1T 1254 150 100 TOP OF BEAM L-5 OPENING AT COVERED PORCH 91 91466 19'-4" 8F16AB/1T 750 150 347 150 TOP OF BEAM TB-1 8" X 14" (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2) #7 BARS CONTINUOUS BOTTOM AND (2) #5 BARS CONTINUOUS TOP WITH #3 STIRUPS AT 12" O.C. I �■ PROJECT NAME : DATE : 07/08/2021 EN G N E E R 4 h 14 Atl,y PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W � �i J kq�GE Myt,y"Y i MECHANICAL a ELECTRICAL Na 2'�BIS 41 y's_ W PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A105 a 1984 SW BILTMORE ST., SUITE # 114 f c 2205 RIVER HAMMOCK I.N. FORT PIERCE, FL 3481 EXPOSURE : 160 C PORT SAINT LUCIE, 134984 4 �� _ PHONE: (772) 785.9888R79�` S H E ET TITLE MODEL: MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM��IAM1 PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER FLORIDAREGISTRATION NO, 29945 TB-1 8" X 14" (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2) #7 BARS CONTINUOUS BOTTOM AND (2) #5 BARS CONTINUOUS TOP WITH #3 STIRUPS AT 12" O.C. I �■ PROJECT NAME : DATE : 07/08/2021 EN G N E E R 4 h 14 Atl,y PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH INC. W � �i J kq�GE Myt,y"Y i MECHANICAL a ELECTRICAL Na 2'�BIS 41 y's_ W PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING W A105 a 1984 SW BILTMORE ST., SUITE # 114 f c 2205 RIVER HAMMOCK I.N. FORT PIERCE, FL 3481 EXPOSURE : 160 C PORT SAINT LUCIE, 134984 4 �� _ PHONE: (772) 785.9888R79�` S H E ET TITLE MODEL: MAUI CUSTOM EMAIL: PWELCHINC@AOL.COM��IAM1 PAUL WELCH P.E. BLOCK &LINTEL PAGE JOB NUMBER FLORIDAREGISTRATION NO, 29945 N 80 CFM 4"Duct 4"ExaustVent Level 1 3ro'W x 2'1"H 5'11"H 16'9'W x 8'0"H 12x8 122 ctm 4 ylg too cml tOx10 5'la ,) v 10x6 14° 16x16 98 cfm I 400 cfm ...14" x 5'11"H 100 CFM 6"Duct 80 CFM 4"Duct 4"ExaustVan IIVi;!I�'ii, Garage B 121' �� `i r.�,2ox2o 11aIPd'' U 872cfm 8x4 12" �•8X8i DUCTS IN THE GARAGE AND m'3% k 49cfm I DUCTS PENETRATING THE -- 3ro'Wx1a"H WALLS OR CEILINGS �,5„ e„ SEPARATING THE DWELLING FROM i a' THE GARAGE SHALLB E CONSTRUCTED OFA MINIMUM r 8 NO 10x10 KiFoyer �10x10: P 26GAGE(0,48MM)SHEET 147cfm 14701 He112 < f If STEEL, I INCH MINIMUM RIGID 110 4 10 x 10 NONMETALLIC CLASSOOR 131cfm 131ckm 3ro°Wx5'1t"H CLASS 1 DUCT BOARD, OR _- 14 OTHERAPPROVEDMATERIAL I 1ro'Wx52"H 4'4'Wx42'H 12x12 14 Mas'iai-Bed2 ; HIVUJt'WLL 1'WVCIVV IL/ Ltltl ClfTi' 10" OPENINGSINTOTfEGARAGE 3D'Wx8ro"H I V8"Hql '�` Job #: 1476 PerFormed by Chris Bateman for: Merritt Residence 2207 River Hammock Ln Fort Pierce, FL 34981 GarageA �'�'' Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircaics.com Scale: 1 : 137 Page 1 Right -Suite® Universal 2021 21.0.06 RSU29066 2021-Apr-2714:42:59 07 River Hammock Ln PSL Prop. rup PROJECT NAME PROPOSED MERRITT RESIDENCE PROJECT ADDRESS 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 SHEET TITLE HVAC PAGE 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, SUPPLY AND 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, DATE 07 / 08 / 2021 SCALE 1/4"=1'-0" GARAGE SIDE LEFT EXPOSURE 160C MODEL MAUI CUSTOM JOB NUMBER ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 1u ✓R A106 Hatch Legend 11'-1"A.F.F TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 16" HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY 'SENGINEER, 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 MEN CONTRACTOR: PSL PROPERTIES OWNER: MERRITTRES TRUSSMFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 08 / 11 / 2021 CUT -SHEET DATE: 06 / 11 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES 88 1ST 1670 (1)HETA20 1810 (8)16d D7 1ST 2460 (2) HETA20 2500 (12) 16d Q D7 2ND 3368 (1) MGT 3965 (22) 10d & (1) 5/8"A.B. Q2 Q FG1 1ST&2ND 424 (1)HETA 20 1 1810 1 (8)16d G1 1ST 3662 (1) MGT 3965 (22) 10d & (1) 5/8"A.13. G1 2ND 4673 (1) FGTR 5000 (18) SDS 1/4" X 3" & (2)1/2" X 5" TITEN HD GABLE ENDS CONT 100 # PLF () HETA 20 1810 SEE"GABLE END DETAIL" 1 STRAP AT EACH END AND 24" 0, C. VALLEYS CONT 100 # PLF ( ) MTS 16 1000 (14)10d X 1-1/2" 0 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS Arc6s BEARING EACH <1800 # (1) HETA 20 1810 (9) 10d X IA12" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 NEW (14) 10d X 1-1/2" AT FRAME BEARING PROJECT NAME PROPOSED MERRITT RESIDENCE PRDJECT ADDRESS : 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 SHEET TITLE no TRUSS LAYOUT PAGE O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SD X 14/2" TO VALLEY TRUSS 1N LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) 0 (1) FGTR WITH (18) SDS 1/4"X 3" & (2) 1/2"X 511TITEN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED, DATE �..._.........-----....._..---....._........ • 07 / 08 / 2021 GARAGE SIDE LEFT EXPOSURE 160C M D E L MAUI CUSTOM JOB NUMBER: PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE ; (772) 785-9888 EMAIL: PWELCHINC@AOL,COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 A107 C� z /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 (16'4X 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) BATTINSULATION 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 (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) NG FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE Q W J (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE 122 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 19/3211THICK 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 2"X4" SPRUCE OR BETTER LATERAL BRACE 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 2"X4" "X" BRACING @RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. /2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAI WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYE OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 151 CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.0 PERIMETER AND FIELD, GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T BRACE WITH 16d NAILS AT 8 INCHES O.C. 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 (1) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (1) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION PLAN 1 ` FOR SIZE & SPACING J FOOTING F-7 6" X 6" BEAM BLOCK w/(1) #5 B, CONT. IN (3000) PSI CONCRET EXTERIOR CEILING TC STUCCO OVER WIREL w/ 11 GA. 2" NAILS w/ 31 OVER 3/6"METAL RIB LATH O.C. w/(2LAYERS OF FELT OVER EACH B" X 8" PRECAST LINTELS FRAMING MEMBER) WI (1) # 5 BAR FILLED WI 3000 PSI CONCRETE ;O FINISH E BLOCK COLUMN PLAN FRONT PORCH POST DETAIL NOTE :SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE PROJECT NAME DATE 07/08/2021 ENGINEER L PROPOSEDMERRITTRESIDENCE SCALE 1/4"=1'-0" PAUL WELCH ING. ,��`�� f(°'',,, W MECHANICAL° ELECTRICAL `�'4�'�`,E€Ns� Cy -� W r JECT ADDRESS GARAGE SIDE : LEFT A10f CIVIL ENGINEERING = * i No* owe 1984 SW BILTMORE ST, SUITE # 114 Vr 7 a2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 EXPOSURE: 160 C PORT SAINT LUCIE, FL34984 � uv ' = PHONE : (772) 785.9808 '"'"5"° T TITLE MODEL MAUICUSTOM EMAIL: PWELCHINC@AOL.COM 201 SW PORT ST LUCID BLVD., SUITE103 PORT ST LUCRE IFLORIDA 34983 PAULWELATION DETAILS PAGE J❑B NUMBER : FLORIDA REGISTRATION N0. 29945 I I CMU W (SEE WE CORRO: PERK APPLY PE BETWEE (SEE N FILLED CELLATJAMB BLOCK (TYPICAL) t" 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 PRODUCT APPROVALLNSTALLATION 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/a" _ 3/4 ,... , --- - ' < '' ' ' V ..� Fw — 3/8" 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 SLIDIN FILLED CELLAT 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 STRICTACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVALLNSTALLATION REQUIREMENTS. CLASS 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) NOTE TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4"EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL I�AI�\3I Z�73i1�j1 1/2"DRYWALL FILLED CELLATJAMB 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 wl MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P.T. w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/# 10SCREWS, PER PRODUCTAPPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULKSEAM 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 I 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 3l8" 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 FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW I DOOR INSTALLATION. 6. AFTER WINDOW /DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW I DOORTO ENSURER WATER RESISTANT INTERIORAIR SEALAROUND THE ENTIRE PERIMETER. PROJECT NAME DATE : 07/OS/2021 ENGINEER PROPOSED MERRITT RESIDENCE s cALE : 1/4" = 1'-0" PAU L WELCH 1 N C. W PROJECT ADDRESS GARAGE SIDE LEFT MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 O 2205 RIVER HAMMOCK LN. FORT PIERCE, FL 3481 EXPD s LJ RE : 160 C PORT SAINTLUCIE, FL34984 PHONE : (772) 785-9888 SHEET TITLE : MODEL : MAUL CUSTOM EMAIL: PWELCHINC@AOL.COM f�f. PAUL WELCH P.E. DETAILS PAGE J❑ B N LJ M B E R: FLORIDAREGISTRATION N0.29945 A109