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HomeMy WebLinkAbout2108-0716 PEAVY REVISED ESS PLAN 10-28-21THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (11) PAGES IN THIS FILE. Digitally signed by Paul We Welch Pau I c h Date: 2021.10.28 14:51:35 CONSTRUCTION BY 0 PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 103, PORT ST LUCIE, FLORIDA, 34984 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROP.COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED PEAVY RES. OCCUPANCY TYPE : R STREET ADDRESS : 85 PINEWOOD LANE FORT PIERCE, FL. 34947 CONSTRUCTION TYPE: v PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 -16 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY : 111 X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH: 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 20.5 ZONE 2: + 20.5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE 5: + 35.5 GARAGE: + 30.1 - 32.5 - 54.9 - 80.7 - 38.5 - 47.6 - 33.6 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE: 20 PSF BALCONY - NSA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING- NIA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOTAPPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH SR., P.E. CERT. # & CO. CERT. AUTH. 29945 PAUL WELCH INC. DESIGN FIRM: DATE: ADDRESS: 1984 SW. BILTMORE ST. PSL FL. 34984 PROPOSED PEAVY RES 85 PINEWOOD LANE FORT PIERCE, FL. 34947 PLANS AND ENGINEERING BY 0 PAUL WELCH INC. PAUL WELCH, P.E. REG. 29945 ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: PEAVY RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS AT 2" / 16" O.C. WINDOWS SEE ELEVATIONS +50 / - 63.0 MI WINDOWS & DOORS 185 PW FL # 15349.5 IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS AT 3" / 14" O.C. MULLIONS SEE ELEVATIONS + / - 75.6 MI WINDOWS & DOORS CM - 18531 FL # 15353.8 N/A 1/4" X 1-1/4" MIN. EMBED TAPCONS (4 PER BRACKET) BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SLIDING GLASS DOORS SEE ELEVATIONS +/- 55 MI WINDOWS & DOORS 120 / 130 / 140 FL # 22401.3 IMPACT (2 ROWS) 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 16" O.C. SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468.12 IMPACT 1/4" X 1-1/MIN. EMBED TAPCONS AT 6" / O.C. AND 3" & 7" EACHH AN SIDE OF MEETING POINT TOP AND BOTTOM FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.9 IMPACT 1/4" X 1-1/4" MIN. EMBED T AT 6" / O.C. AND 3" & 7" EACH SIDE OF MEETINNGG POINT TOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 N/A 5/16" X 1-(O MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A UNDERLAYMENT N/A N/A POLYGLASS USA, INC. POLYSTICK TU PLUS FL # 5259.1 N/A APPLY POLYGLASS TU PLUS DIRECTLYTO THE ROOF DECK. DO NOTAPPLY TO SHINGLES OR OTHER ROOF COVERINGS. STARTAT LOWEST POINT OF THE ROOF DECK WHERE POSSIBLE. CUT THE POLYSTICK TU PLUS TO A SUITABLE, WORKABLE LENGTH. OVERLAP SEAMS 3" MIN. AMD ENDLAPS 6" MIN. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE FROM THE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLL AND APPLY PRESSURE. ROOFING MATERIALS -80.7 -108.5 GULF COAST SUPPLY AND MANUFACTURING 5V CRIMP METAL ROOF FL # 33818.2 N/A PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, 1 MINIMUM PENETRATION THROUGH THE PLYWOOO D. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANEL AT 12" O.C. PARALLEL TO SLOPE AND 6" O.C. ALL PERIMETER OR ROOF. FL-33818.2 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 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 FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 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 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 W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN./2" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 '/4' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND 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 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 / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. I SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 ''/2'SUSPENDED SLABS: 1 ''/2' 6) LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS 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 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. H Uj Uj 2 N Uj i 0 (0) U LU W z W _ L0 Z J J N /� LU LU V Z > LU W d o w CV o� LL J Z Oo � Q 0Ow U) U U) z Q 0 U) W Z _j W 0 P PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELEVATIONS SHEET 5 ELECTRICAL SHEET 6 FOUNDATION SHEET 7 BLOCK & TIE BEAM SHEET 8 HVAC & PLUMB. SHEET 9 TRUSS LAYOUT SHEET 10 DETAILS SHEET 11 DETAILS SHEET 12 N/A PLAN SHEET INDEX 15'-4" O REVISED 10/21/21 REMOVED STOVE O 13'-8" 58'-0" a 5'-8" T-2" 8'-2%" 4'-6%" m loo O t SH23/TEMP. SH-'15 / Ff;RFSS I TFMP ■ MICROABOVE DOUBLE SINK w/ DISPOSAL " 6'-0" a'-5i" BEDROOM # 4 8'-1" FLAT CEILING ■ fV _ COUNTERTOP 12'-0" o ■ c U m V N 2668PKT ■ a, 3%„ o Lu Q �N GREAT ROOM '-1 FLAT CEILING M " 22-1/2" X 30WC M 35 ATTIC ACCESS 11'-3%" N ■ 42" KNEE WALL ■ ■ T-0" h4� II I INLA7 TIC, II ■ N \ O ■ ■ TRUSS COVERED BREEZE WAY a I 8'-1" FLAT CEILING I a 3-1/2" BELOW FINISH FLOOR n cp rn M IN NJ Ell■ ■ ■ PRECASTLINTEL -� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■— -———-———— — — — — — — _ — ■ ■ N J Lu 0 T In i U a 06 co ■ DEN 0 a BEDROOM # 3 x COVERED PORCH m � 8'-1" FLAT CEILING � 8'-1" FLAT CEILING I MASTER BEDROOM I ■ 8'-l" FLAT CEILING 10'-5r° 8'-1" FLAT CEILING I O K o 2'_p' 9'-1" COFFER CEILING (TYP.) I I 2'-2" 8'-2" 3'-4" o IN Lu 14'-0%" o z w 3-2% ■ ? N Qt3- 30 (V 10'-0%11 ° U d O n ■ 3-112" STEP ■ Q SH-25 co(EGRESS) w BASE OF VAULT o 8080 S.G.D. IMPACT/TEMP. ■ m 2868 ro QF 2'-11%" Q MdN W2'-4%" T-2%" N 5-1OSHOWER34 JJQ2"x,s"SAFETY RAIL BLOCKINGEo ■L- - - - - UPPER CABINETS6_0 3_11 FAMILY ROOMKITCHENi. VAULTED CEILING 0VAULTED CEILING 0 — F p �ROD &SHELF ■ MIN. 22-1/2" X 36" : A (n m p z N I I ATTICACCE S p m m D m I z_ I w z I,°O 5068 BF 0 -- mLu w a I U 1 a- o W.I.0 m ¢ m - - - - - - - - -APEX OF VAULT - - - - - - - - - - Oa o> m i i o DW T-6'/<" 7'-5'/<" SH-25 0 ■ o I I ----- 11_0,(EGRESS) b> � � o BEDROOM # 2 8'-1" FLAT CEILING ro 10" 8'-1" FLAT CEILING 4 Lu■ ■ 7, 2 a v T_8 " 0 8,. M m �F C?�z'_zi" J N FOYER E N VAULTED CEILING - i ■ T-6" Ar 3'-O'/z" 1 2'-8" NICHEa DINING ROOM 24' WIDE 'b 4" ® ar'HIGH 0 ® TRANSOM VAULTED CEILING o m UTILITY ROOM N 42'A.F.F. m m N C1 �p NON BRG WALL M O O NON-BRG. WALL opJ EWH z 8'-1" FLAT CEILING Y a C 10'-4" 2.GLA' 2-7/< - - - sreP T-10'/<" MASTER BATH TEMP GLAss � TRANSOM ABOVE - BASE OF VAULT � ■ N ENCLOSUR i 2'-6/4" ■ ■ (2) 3068 w/ ■ ■ - 10-1" FLAT CEILING \ VTR PROT❑O 3'-11%' 8'-1' FLAT CEILING STEP 10'-10" PRO ECTION az•• HIGH WALL ;■ TRANSOM 10POST OST 9 A. COND. m x F- tL�` O (p cV N 0 MIN. FIRE RATED DOOR Z m ; TILED ■ ■ ■ ■ ■ 2" CURB BEYOND WALL F- m T-6" SHOWER 2 SH-25 w/ w J co ( ) ■ H o LINEN oso 0 _ �x 4' 0" I TRANSOM ABOVE __1 ifl TUB v 7%" 714 1 w O Q o 6'-3" 1'-7%" a No w LIGHT ATTIC STORAGE M 9 ENTRY 11 o N h 10'-1" FLAT CEILING 12" X 12" -- r o - _Ll-oz,1110- 1 1 BLOCK COLUMN3-1/2" BELOW FINISH FLOOR 22-1/z" x sa" w(MAIN EGRESS DOOR) 1 1 Uw o ATTIC ACCESSIN 0N _,a0. (PULL DN. STAIRS)cn SH-34 TEMP. - - - - - - - - - - - z _ _ _ _ _ _ _ _ FPL METER PRECAST LINTEL 0 U ■ O- - - - - - - - - - - w ry w O A INSULATE WALL w/ R-11 FIG BATT 2'-01W" 4'-7%" m 4'-8" T-9" 10'-7" w ■ GARAGE Lu i� 8'-1" FLAT CEILING 3'_4 8'-8" 3'-10" 9'-11" 9'-3" •-------------------- A.E.F. - - - - o BEARING REFERENCE BEARING REFERENCE BEARING REFERENCE J 15'-8" 10'-3" 9'-1" 3/4" FURRING STRIPS 0 SLAB REFERENCE SLAB REFERENCE SLAB REFERENCE AND 1/2" DRYWALL (TYPICAL) m co ■ ■ w 0 0 io , Rn7n I nHnn 55-0" FLOOR PLAN - SCALE: 3/16" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 2008.0 SQ. FT. OCCUPIED A/C INLAW : 629.0 SQ. FT. GARAGE: 439.0 SQ. FT. ENTRY: 67.0 SQ. FT. COVERED PORCH: 135.0 SQ. FT. COVERED PORCH #2 : 54.0 SQ. FT. BREEZE WAY: 78.0 SQ. FT. TOTAL FOOTPRINT: 3410.0 SQ. FT. 2,_0„ NOTE: 16'-0" ALL INTERIOR DOORS TO BE 6'-8" TALL UNLESS OTHERWISE NOTED NOTE: PANTRY SHELVING TO BE TIGHT MESH ALL OTHER LOCATIONS STANDARD VENTILATED NOTE: ALL WINDOWS TO BE BRONZE IN COLOR 2'-0" PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) 5V CRIMP METAL ROOF OVER POLY GLASS UNDERLAYMENT FL # 5259.1 CONT. ALUMN. MTL DRIP OVER (PT) 1 X 2 0 INSULATION 1/2" DRYWALL @ CEILING _ (TYPICAL) 8" X 8" BEAM BLK. 2" X 6" PRE -PRIMED W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA CONCRETE FILLED CELL VENTED _ = 8" PRECAST LINTELS STUCCO SOFFIT -= W/ (1) # 5 BAR FOR ALL (SEE DETAIL) €SIP.€ DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE STUCCO FINISH 1"X 2" P.T. FURRING STRIPS VERTICAL REBAR TIED TO DOWEL _ @ 16" O.C. WITH FI-FOIL INSULATION & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. _= 1/2" DRYWALL (TYPICAL) VERTICAL DOWELS w/ 30" LAP SPLICE -�- 8" CONCRETE BLOCKS FROM FOOTER r = WOOD BASE BOARDS SEE FOUNDATION PLAN =" FOR SIZE &SPACING _= 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH 0'-0" TOP OF SLAB GRADE 4" o• D o• �e "• •fie Q - O O ILL o� �w O ~z �ILL 00 2 0 ILL V TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE 3" x 22" SCREENED DENTS AT 48" O.C. TUCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) REVISION REVISION O z m U W W °0 Y W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 _/ W Lu It 0') Z'ctU Q M I C) \ (D / Q LLL W O � N �U� 0 LLI 0. W U) O LLJ z O W A 00 o O LL U/ Lu Lu co O 0 J F--- O W w U, Z � J It U 1 0�o 4 O 0. J 0 I ' J U) O CN n SHEET FLOOR PLAN PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 04/05/2021 SCALE AS NOTED SHEET NO. 02 OF 11 SHEETS BRCS. HT, a' -I" F.F.E. O'-O" +----- - - - - - - - - - - - - - - - - - - - - - 12 - _ 6� 12 6 0 ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. U OPENING AREA A INTERIOR ZONE A END ZONE (NOTE #1) � IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Al, 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF 22 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF A 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF A 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF A 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF A 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF A 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF 110 N/A N/A +30.1 PSF -33.6 PSF 1. DESIGN PRESSURES PER ASCE 7-16 w ° EXPOSURE 160-C OPENING I.D. OPENING I.D. OPENING I.D. 02 LEFT ELEVATION 2E 31 2E SCALE: 1 /4" = 1'-0" CALCULATE ATTIC VENTILATION CEILING = 3410 SQUARE FEET 3410 / 150 = 22.7 REQUIRED VENTILATION 278 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 63.71 SQ. FT. / 2 = 31.9 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 31.9 SQUARE FEET > 23 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (a� 48" ON CENTER REVISION REVISION o z m U W W 0 Y U W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 V J W Lu Z�U Q C`7 O >oLL� W 0w� 0U� �0� U) 0 W Z - vJ O a_a_ L{, O� x LU 0- 000 0 H 0^ I..L U) W W ' �c) C'7 J � O m wz - U'zj- � J w U) C'7 C 0�o Q OF J 0-O �H F U) J U) O n ry O 0. SHEET ELEVATIONS PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 04/05/2021 SCALE AS NOTED SHEET NO. 03 OF 11 SHEETS REVISION REVISION O z m U W W Y U OQ, w = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 12 6 12 6 12 12 6 12 SRC. HT. 8'-I"LLL .. .. ..— SRGz. HT. 8'-1" rn NIDEFLEGTION) w 0) w Q z � c) >- Q � 0 J J C4 OPENING I.D. °' Q L OPENING I.D. OPENING I.D. OPENING I.D. 0 0 0 w pww 31 � 0 U A A A Top of Subfloor F.F- O-- — Q � ) w zLU w0 v! a u 03 REAR ELEVATION 0 � w SCALE: 1/4" = 1'-0" 0- 000 0 LL L^.L L.L v w 12 12CO � 6 6 W �c) r M 12 12 O ' z ro J � Top of Plate — cn ' ^ (o U �o J w0 El. J Cn � U) Top of Subfloor o N OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. 04 RIGHT ELEVATION 0 0 0 0 0 SCALE: 1/4" = 1'-0" 2 1 2 1 2 1 2 1 0. SHEET ELEVATIONS PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 04/05/2021 SCALE AS NOTED SHEET NO. 04 OF 11 SHEETS U GFI l / i ATTIC ACCE S I I I I I WCj / \J ELECTRICAL PLAN - SCALE: 3/16" = 1'-0" X�" FA IGHT REVISED 10/21/21 REMOVED STOVE lw w GFI _ -0F1 o eF> - - o ■ DOUBLE SINK - - w/ DISPOSAL T-0" / \ 5'-3" 1'-4" T-6" I M / \ / u� _ ` _---- __\J_� / fr w� LIGHT / ------- wPicFl � \ FAN I t) ■ SD/CO I J LIGH `ACCESS: /'_ wC /\ Ow - - - - - - - ■ / "FAN / \ -- GF1 \J ■ A @` 220V IN #2 TIC [] DISC. '1 IN ATTIC I T-6" / / 8'-0" \ \ 8'-0" / \ 3'-6" BASE OF VAULT 3 I \ 4'-7" \ i _ \ 8'-10" J 4 in I �A _ NW OZ � o� o� 220V �z m — /— — — — W _ o GFI w V O I LU NOTE: LED UNDER CABINET LIGHTING "v � GFI � / I ■ ■ 'WAIN EG ESS DOQR) ■ LL 0 0 0 H 1 FIGHT �AN APEX OF VAULT \ J PI I J \ ■ ■ ■ \ I I I I I I 1 I I I I I / I\ \J BASE OF VAULT _ — — STEP i / I 1 ATTIC AC 22oV FAN 1tIGHT / SD •� /' TV&110v60"OFF. G�AHU #1 PROTECTION POST LIGHTATTIGSTORAGE S i IY 0 W�FI W EWH \ n < PROTECTION POST A. COND. a J w aQ �a ■ w w w _ g b U � w 0 F- ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT TO GFI OUTLET 3-WAY SWITCH $3 SD/CO DETECTOR SD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $° DOOR CHIMES P-19 PUSH BUTTON © ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET wPI SERVICE PANEL o 110V OUTLET (p SERVICE METER � CEILING FAN 220V OUTLET / \ �9pp LIGHT FIXTURE \ J O 4-PLEX OUTLET g7 WALL MOUNTED SWITCHED OUTLET � LIGHT FIXTURE \� LIGHT FIXTURE / \ SPECIAL PURPOSE ® w/PULL SWITCH \PJ CEILING FAN w/LIGHT JUNCTION BOX 0 RECESSED LIGHT A/C DISCONNECT `fl VAPOR PROOF � O PHONE OUTLET T RECESSED LIGHT TV OUTLET n FLOOD LIGHT FLOOR OUTLET �' DISK LIGHT `DJ SCONCE PREWIRE � NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC ELECTRICAL LOAD CALCULATIONS PER NEC 1 2637 SO. FT. AT 3YOLT-AMPERES (GENERAL LIGHTING) 7911 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 24000 6 WATER HEATER 4500 7 DISHWASHER(S) 2400 8 REFRIGERATOR(S) 2400 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 57511 VA FIRST 10 KW @ 100% REMAINDER (p� 400 TOTAL: A/C HEAT (G7 100% TOTAL: 44004.4 183 AMPS USE 200 AMP SERVICE. 240 10000 19004.4 29004.4 15000 44004.4 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 MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. -F # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND 3 # 3/0 IN 2" C ELECT. SERVICE "EP" 200 120/240V 2 1 to MBR 200A MLO 3 # 3/0, # 6, 2" C OPTION - "A" ELECTRICAL RISER / DIST. NOTE: USE ALL COPPER WIRE NO SCALE It REVISION REVISION O z m U W W � 0 Y U W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 V / W � wrn Z'ctU Q M � O Q W _� v / w SHEET ELECTRICAL PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 05 OF 11 SHEETS a v m m o m W m 0 32'-0" 4" THICK (3000 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED Fit q RECESS SLAB 3-1/2' BELOW FINISH FLOOR 58'-0" ----- FOOTING F-1 z � I w o � I 1:12M I SLOP — FOOTING F_1 T 4" THICK (3000 PSI) CONCRETE SLAB I c w/ FIBERMESH OR 6"/ 6" 10/10 MM fr M OVER VAPOR BARRIER ON CLEAN 26'-0" 112 HOSE BIBB NEI 10 NJ 101■ mi 10 ■ ■ ■ ll ~ 7'-3" o -1 r FTG F-1 I I FTG I ■ ■ I /12'-9%." 1 II ■ ■ u F-1 FTG F-6 FTG ■ WC ■ RECESS SLAB 3 BELOW FINISH FLOOR ■ ■ THICKENED 6'-6" EDGE bo 4'-0" ■ I L N O ■ Z I I #5 REBAR FINISH FLOOR CONCRETE SLAB O M - 4" F. FLOOR CONCRETE SLAB FINISH GRADE — ° ° / ° N ° ZO r z (2) # 5 REBAR 12„ 411 (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS CV 1611 3" COVER MIMIMUM. r BEARING FOOTING F2 INTERIOR NON -BRIG. FTG. F 1 SCALE: 1 /2" = 1'-0. SCALE: 1 /2" = 1'-0" #5 REBAR Z II 7-5/8" CURB N N CD III #5 REBAR CONCRETE SLAB 411� M FINISH GRADE M CONCRETE SLAB Z CONCRETE SLAB F. FLOOR _ — .— — IL - � ° (2) # 5 MINIMUM CONTINUOUS, 15'-4" 13'-8" 3'-0" 1 1 5'-0" 5'-0" 5'-0" 5'-0" 3'-0" 1 5'-1" 5'-21/." 5'-0'/e" 1 RECESS SLAB 3-1/2' O 1 5'-0" 5'-0" 5'-0" 5'-0" 3'-0" 1 BELOW FINISH FLOOR 8" X 8" THICK EDGE w/ (1) #5 BAR I ■ 4" THICK (3000 PSI) CONCRETE SLAB n w/ FIBERMESH OR 6"/ 6" 10/10 WWM w 0 aL OVER VAPOR BARRIER ON CLEAN LL � LL q COMPACTED CHEMICALLY TREATED FILL ■ RECESS SLAB 3-1/2" o BELOW FINISH FLOOR ■ x o ■ W Q N FTG FTG F-1 � F-6 ■ FTG 1'-10" 8'-10" T-0" FTG 13'-8" o_ 6'-6" ■ 3-112"STEP ■ ­2111111 M WQ - - - - - - - - ■ W T /4- F-4FTG14'-1%"14'-7%" 1 �I) CONCRETE SLAB11R 6"/ 6" 10/10 WWMRRIER ON CLEAN I Id NICALLY TREATED FILL c I I 5'-10%" 4 o,_o., I El OF SLAB I II O ■ F-4 I I I I F-1 FTG I FTG W 21'4%" o I' I1 ■ 1' - F_1 co J 13'-3%" rr J FTG N LL o 13'-9%" i J 10" ■ Om M 1 �o I 7 N O A/C CHASE BY PLUMBER I W 11 �- - I 3_6. 15'-5%" 13 I�----- -- - - -- -- 4. (0E-4 01 � � LL� LL� F2 I 1------------ � o 15'-11%" FTG 1 FTG I r 7WH1O F-1 RECESS SLAB 3-1/2" � N J J ■ FTG BELOW FINISH FLOOR 2'-6Ye - - - - ■ ■ MAIN EG ESS DOOR) ■ ■ F r srEP ❑ THICKENED l(0 io ■ 3-1/2"STEP ■ N PROTECTION PROTTECPOSTIO m i� EDGE -v co 1 POST � A. COND. m ;o H c O '-1%' 7'-5%" 11'-2%" O O AV Z ■ ■ ■ ■ ■ TO EDGE OF FOOTING � � N J m RECESS SLAB 3-11Z' I I ■ ■ O N V 4'-10" LgELOW FINISH FLOOR I LL I m O ■ ■ I`LL ■ ■■ a� ICI m o 0 W '� J N l01 U a o ■ ■ c ¢ IZ I O RECESS SLAB 3-1/2" i�l ■ ■ ■ ■ o ■ BELOW FINISH FLOOR ~ FOOTING F-1 F-3 ■ - - - - - - - - - - - 9 FTG z m 5'-3%" 1'-8%" v co 8 � Q FTG OLLLL l m o LL N 0 O o U 4._8" 7'_9" 10'-7" N CW7 CW7 L N p ■ p W W W 0 ■ 3'-4" 8'-8" 3'-10" 9'-11" 9'-3" _ _ 0------- ---------------------------o m ' 4" THICK (3000 PSI) CONCRETE SLAB mIr p 15'-8" 10'-3" 9'-1" U i W FIBERMESH OR 6"/ 6" 10/10 W WM SLAB REFERENCE SLAB REFERENCE SLAB REFERENCE OVER VAPOR BARRIER CLEAN U COMPACTED CHEMICALLY TRR CLEAN FILL ■ F3 CURB HEIGHT VARIES ■ FTG AROUND PERIMETER OF GARAGE co Ir C7 F-3 X io O ' LL FTG U m co FOUNDATION PLAN U m ' Mo SCALE: 3/16" = 1'-0" "' ■' ■ _ 16'-8" 11 ifl 16" ly � 3" COVER MIMIMUM. 4" CURB SECTION F3 SCALE: 1/2" = 1'-0" FINISHED FLOOR CONCRETE SLAB 0 9 r J 1 16" INTERIOR BRIG. FTG. (STEP) SCALE: 1 /2" = 1'-0" GRADE LT e (2) # 5 MINIMUM CONTINUOUS, 1611 4' 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE. 1 /2 - 1 -0 CONCRETE SLAB (2) # 5 REBAR CONTINUOUS—� 3" MINIMUM CONC. COVER INTERIOR BRG. FTG. (NO STEP) SCALE: 1 /2" = 1'-0" n #5 REBAR II CURB u RECESS @ SHOWER VARIES FINISH FLOOR !° M -- 8" iL r((2)MINIMUM CONTINUOUS, ..... 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1 /2" = 1'-0" REVISION REVISION O z m U W W OQ, Y U W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 C6 W W Z,:tU i' Q M I O Q LL W O w N OUD zw0 0� v! W O a_a_ Ir W 0— 000 O LL n� v! w W t') O J � Om LL]Z z U zl- � J W U) cy) U I— �o O J O J v! v / O LL O am SHEET FOUNDATION PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 06 OF 11 SHEETS REVISION REVISION O z m U W W � Y U � W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 58'-0" 32'-0" 26'-0" 5'-8" T-2" 8'-2%" 4'-6%" 4'-5" _ FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) iv 14 15 � F 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED cV = • � a 13 a w C.M.U. M O H = BOTQUANTITY OF #5 TOM OF LINTEL CIVITY Q z 8F16-1 B/1 T 80 g GROUT O QUANTITY OF #5 • FIELD ADDED #5 REBAR @ BOTTOM NOMINAL WIDTH REBAR TOP z @ • • (MIN. (1) REQUIRED) NOMINAL HEIGHTcp - - - - 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION PCL#9 Li ACTUAL PROVIDED IN LINTEL I q 8" (VARIES) NOMINAL N WIDTH Ico w I V N n 12 N la ti I - 12" X 12" BLOCK COLUMN PCL # I ' I ,�} r , ■ .�•ui Z V V M I O h 11 = J J fV M LL Q ^w 15'-4" 13'-8" T-0" I ko • O LU 5'-5" 4'-6%" 5'-4%" I U PRECAST LINTEL #4 _ _ _a _ • uJ UJ 0 W Z N O X • O � W r 8F28 8F24 8F20 8F16 00 0 CROSS SECTIONS 0 LL 2'-2" 8'-2" T-4" 13'-8" N NOTE: 10 -„2"STEP ® " CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION III - m I I © N WII N Lu =I O M II II v / Ijig II I I I O W Id m r 2 o O q 2A N l 0 II 3A Q co O 10 n II ® � � I II � M I L.I.J O rrJJ II q w O m 0 �MM 8 W J 10 1 m 3A r — — — —NON-BRG. WALL — — — — — — — r ) M V o I 11 _ 1 II O NON-BRG. WALL J 12 U �o 11 (MAIN EG ESS DOOR) 2A r s-vz° 13 O sreP 3-112" STEP 14 � 0 V 6'-6' 15 J I J O a- 16 L 112" X 12" � IL ��71/2" x 714" 1 - � J 0 4 _ I I (Jj O 7 jillU� I BLOCK COLUMN 1 (V Ob o I a_ (-)I I No 0 0 P��cAST ONIEEL �2- ❑3 4'-8' T-9" 10._7. o O 9 3,_4., 8'-8" 3'-10" 9'-11" 9'-3" ------------------------------------------------ TOP REFERENCE BEARING REFERENCE BEARING REFERENCE 7 a BLOCK & LITEL PLAN - SCALE: o 3/16" = 1'-0" SHEET BLOCK & LINTEL PAGE z'-o" 16'-0" z'-o" MODEL 35'-0" 20'-0" WINDSOR CUSTOM 55'-0" DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 07 OF 11 SHEETS OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 0 16070 OHG DOOR 192" X 84" 84" 8'-1" 17'-4" 8F17-1 B/1T 950 404 0 (2) SH-25 38" X 74" 81" 10'-1" 7'-6" 8F8-OB/1T 1011 727 2A FIXED GLASS (2) 38" X 20" 109" 10'-1" 7'-6" 8F12-1B/1T 1729 1021 TRANSOM 0 (2) 3068 78" X 83" 83" 10'-1" 7'-6" 8RF6-OB/1T 755 506 OUT SWING DOOR 3A FIXED GLASS 78" X 20" 109" 10'-1" 7'-6" 8F12-1 B/1T 1729 1021 TRANSOM ® SH-35 54-1/8" X 64" 81" 8'-1" 6'-6" 8F16-16/1T 3480 1880 50 SH-35 54-1/8" X 64" 81" 8'-1" 6'-6" 8F16-1B/1T 3480 1880 ©8068 SLIDING GLASS DOOR 99" X 81" 81" 8'-1" 9'-4" 8F16-16/1T 1843 1133 07 SH-25 38" X 36" 81" 8'-1" 4'-0" 8F16-1B/1T 6113 3079 ® SH-25 38" X 36" 81" 8'-1" 4'-0" 8F16-1B/1T 6113 3079 g0 SH-H32 27-1/2" X 26-1/4" 81" 8'-1" 3'-6" 8F16-1B/1T 6113 3547 10 SH-25 38" X 36" 81" 8'-1" 4'-0" 8F16-16/1T 6113 3079 1, SH-25 38" X 36" 81" 8'-1" 4'-0" 8F16-1B/1T 6113 3079 1z 5068 53" X 83" 83" 8'-1" 5'-4" 8F16-1B/1T 5365 2290 OUT SWING DOOR 13 SH-25 38" X 36" 81 8'-1" 4'-0" 8F16-16/1T 6113 3079 14 SH-25 38" X 36" 81 8'-1" 4'-0" 8F16-1B/1T 6113 3079 15 SH-35 54-1/8" X 64" 81 8'-1" 6'-6" 8F16-1B/1T 3480 1880 16 SH-H32 27-1/2" X 26-1/4" 81" 8'-1" 3'-6" 8F16-1B/1T 6113 3547 1❑ OPENING AT COVERED ENTRY 117" 10'-1" TOP OF BEAM 2'_10" 8F16-1B/1T 6113 4460 2❑ OPENING AT COVERED ENTRY 117" 10'-1" TOP OF BEAM g�_4" 8F16-16/1T 1843 1133 3❑ OPENING AT COVERED ENTRY 117" 10'-1" TOP OF BEAM 5'-4" 8F16-1B/1T 5365 2290 ® OPENING AT COVERED PORCH 81" 8_1 TOP OF BEAM 14'-8" 8F16-1B/1T 1370 519 5 OPENING AT COVERED PORCH 81" 8'-1 " 4'-6" 8F16-1B/1T 6113 2724 TOP OF BEAM © OPENING AT COVERED PORCH 81" 8'_1 TOP OF BEAM 4'-6" 8F16-1B/1T 6113 2724 7❑ OPENING AT COVERED PORCH 81" 8'-1 TOP OF BEAM 6'-6" 8F16-16/1T 3480 1880 ® OPENING AT COVERED PORCH 81" 8_1 9'-4" 8F16-1B/1T 1843 1133 TOP OF BEAM g❑ OPENING AT COVERED PORCH 81" 8'-1" 6'-6" 8F16-1B/1T 3480 1880 TOP OF BEAM 50 CFM 4' Duct 4' Exhaust Veni 120 CFM 6" Duct U' Exhaust Veni 44"W x 5'2'H Master Bed Level 1 3'0"W x 3'2'H 15'0"W x 6'8"H `t 30"W x 52'H 30"W x 52'H 10x 10 8'0"Wx68"H 134 cfm 1 L 6" 10x 10 134 cfm Living Room �ww 6' 50"W x 1'3"H 4'4"W x 42'H Job #: 1468 Performed by Chris Bateman for: Peavy Residence 85 Pinewood Ln Fort Pierce, FL 34947 3CY'W x 32'H Kitchen 2 12 x 12 225 cfm 5 8 la 6" Living Room 2 20 x 20 483 cfm 6'0"W x 17H 6'Q'W x 52'H 8x8 110 cfm 8x8 110 cfm Den 12x8 128 cfm 14" 4'4'W x 52'H 'may\8x8 81 cfm Master Bed 2 5" 8x8 81cfm 12x12 195 cfm^ M Bath 2 10" 12 120 CFM 6' Duct 6" Exhaustveni 20"W x 20"H 8x8 99 cfm 6 " 80 CFM 4" Duct 1 4' Exhaust Vent 12x8 Bed3 149 cfm 3(Y'W x 52'H 12 x 12 Pantry 277cfm 6' 6" 30 x 18 4 4 " 20"VV x 20"H 10 " 723 cfm 8x8 49 cfm 7 Rath DUCTS IN THE GARAGEAND DUCTS PENETRATING THE WALLS 0 R CE ILN GS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS OOR CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com 33Q'W x 52'H Scale: 1 : 128 Page 1 Right -Suite® Universal 2021 21.0.06 RSU29066 2021-Apr-1612:16:11 HVAC\85 Pinewood Ln PSL Prop.rup PLUMBING RISER NO SCALE 1-1/2" AUTO VENT AIR GAP 2" VTR 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 3�4" 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. 11 REVISION REVISION O z M U W W OQ, Y U W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 6 W Lu Z�U Q M O \ (0 / Q H W O W U) O W Z — VJ O a_a_ L{') O� x LLI 0— 000 0 LL 0— U) W W ' 0 C'7 O J � O m LLI — Z U� � J w U) CY) U �o Q O F J 0-0 v! J U) O ry O n SHEET HVAC PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 08 OF 11 SHEETS :-1n 32' 0" 26' 0" 6' 0" yvj CM Lo Lo Co U U U w w w w w w w U U U CJ1 CJ1 CJ3 CJ3 0 v lz � o� CJ5 CJ5 Q N y� U CD N 0 CJ1 8'-l" CLNG N 0 0 0 EJ3 > j N N 3' 0" N O EJ3 0 N EJ3 0 N CJ1 06 ATTIC AHU 0 STORAGE N O HTUN GS N 00 u, 3' 0' uz6 2' 10 1/2" G9 CJ1 15' 4" 13' 8" l0 y✓Q - G10 U M U U U w w w w w Q ¢ ¢ a a a Q Q G 10 M W CJ1 EJ7 V8 EJ7 CJ2 V7 0 � EJ7 CJ4 1111 111V6 I 011 EJ7 V N O \ O N O Q Q m N m Co m V m N U Co U EJ7 2 _ V4 O EJ7 iv 3 LT F M -0" 0 EJ7 iv 4 8' O CL EJ7 io 5 _ 2 2' Z 0, 2' 0; 2- 0,� 2' 0. 2' 0," 0-- 0, 0 0�//O 2' 0" 2 0, 7' 0" "v 0 00 0 r, EJ7 iv 5 0 � EJ7 N 8'-1" CLNG o 0 AV - 0 O N A/ K EJ7 p N "T O EJ7 iv 7 0 Xv> EJ7 iv 7 0 EJ7 iv 6 o COFFER (+ - EJ7 O N 8 0 8'-l" CLNG 0 Ln EJ7 N 9 � \ \ X 0 13' 4 3/4" \, ix EJ7 N 10 3 VA »> 0 N N EJ7 1411 A U H 'l 10 EJ7 CJS Cl) Co Cl) Co V5 0 U w w w 0 w L1 co 00 uN EJ7 CJ3 >> x IF x x= `oL2 � I > ; ri CJ1 0' 1 LNG L3 N1I D2 CJ CD - 0 J 1 i) CJ 1 N D2 U w w w U �� cn M Cl) y ��' D3 U w w w J 8'-1" CLNG 2ND BRCa, o D4 0 0 3' 10" 9' 11" 9' 3" D5 in CJ5 CJ5 0 CJ3 ^ CJ3 CJ1 CJ1 />1 F U U U w w w w U U U 3' 4" 8' 8" 4' 8" 7' 9" 10' 7" 20' 0" 31011 5T BRG, 5T BRCS, Hatch Legend 8'-1 ' A. F. F 10'-1"A.F.F 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: PEAVY RES. TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 05 / 1612021 CUT -SHEET DATE: 05 / 19 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES C3 1ST 2039 (2) HETA20 2500 (12) 16d D1 1ST 3247 (1) MGT 3965 (22) 10d & (1) 5/8"A.B. �z O D1 2ND 4675 (1) FGTR 5000 (18) SDS 1/4" X 3" & (2) 1/2" X 5" TITEN HD K1 1ST &2ND 997 (1)HETA20 1810 (8)16d VALLEYS CONT. 100 # PLF () MTS 16 1000 (14) 10d X 1-1/2" 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALL OTHERS ATFRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS 1O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O3 (1)- FGTR w/(18)-SDS 114"X 3" & (2) 1/2" X 5" TITAN HD MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED REVISION REVISION O z m U w W � Y U 0 W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 u/ W wrn It ZctU Q M 0 LL W 0 Ww 0 Ova �: 0 zw0 0� W U)0-0- �X 0 0 Lo Lu 0- o0 O U) W W M c) J � O m wz U� m J W u M U 1121�o O I..L J �0 U) -- J VJ 0 �'1 I..L O SHEET TRUSS LAYOUT PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 09 OF 11 SHEETS z z W n O 0 O 0 ti �/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) -1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER 4L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) MATT lK101 II ATIPlA1 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 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) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE a z Lu J Q m _ Q �1: EAVE � q X� CORNER BAR (TYPICAL GENERIC ROOF PLAN" PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1J) NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE ( NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE (: NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ROOF SHEATHING NAILING ZONE NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN Cn FILLED CELL CONTINUOUS W TO FOOTINGS. CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE 10'-1" FROM FINISHED FLOOR EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DI, HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) NO SCALE RE -ENGINEERED WOOD TRUSSES IMPSON STRAP PER SCH. OFFIT PER DETAIL ' BEAM BLOCK I/ (1) # 5 BAR IN 3000 PSI ONCRETE FILLED CELL. 'PRECAST LINTELS // (1) # 5 BAR FOR ,PENINGS & FILLED // 3000 PSI CONCRETE 2" X 12" BLOCK COLUMN / (2) # 5 BARS IN (3000 PSI) ONC. FILLED CELLS. TUCCO FINISH ') # 5 DOWEL w/ 30" IIN. LAP SPLICE ERTICAL DOWELS ROM FOOTER 5 BAR VERT. IN (3000 PSI) CONC. ILLED CELL. _OCATIONS PER FOUNDATION PLAN) OOTING PER PLAN 12" X 12" ENTRY PORCH AND COVERED PORCH #2 COLUMN DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION z m U W W OQ, Y U w = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 6 ti W Wo Z�U Q M 0 Q co Q LL W 0 LLi � OUP 0� U) 0 W Z — O L{, ry W 0- 000 0 H ry 0- v W W ' Cy) c) J � p m wz — U� � J LL] W C'7 j �o Q 0� J 0-0 F H U) J U) O n ry O n SHEET DETAILS PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 10 OF 11 SHEETS CMU W (SEE W/ CORRO: PER V APPLY PE BETWEE (SEE V\ C" V, C4 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE InInTF - TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. ,n„ NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH /8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. 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 AI(1TF ' TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-118" P. T. w/ 3116" TAPCONS 1-114 MIN. EMB. 4 112 " O. C. w/ # 10 SCREWS, PER PRODUCT APPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. REVISION REVISION Q z m U W W OQ, Y U W = a U ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 w W O Z�U Q co O Q Q LL ILI 0 LLJ 0UZ) �0�U) ry zw0 W X 0 a_ U-) LU 0- °° 0 0 H v! W W ' co 0 J � O m ui z U'qj- � J co U �o Q OF J 0-0 3:u- co/ J v) O O n SHEET DETAILS PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO. 11 OF 11 SHEETS