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HomeMy WebLinkAboutBOLINSKY ELECT SIGNATURE (2)(1) GENERAL NOTES PROPOSED BOLINSKY RES 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS AT JOB SITE,PLANS,SPECIFICATIONS,ECT. 8005 BA N YO N ST. FORT PIERCE , F L. 34951 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. Uj 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. Uj 5)RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. (p 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 Uj 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. I� ® � 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 4 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 0 F � 00 HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES W z UJ LU w SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED W = _ rn o LL TO BE HIGH-EFFACY LAMPS) U Urn 2 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND Z Ed I j N t 0UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT J W C6 LU � � �00 � z 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL a a o a SMOKE DETECTORS IN THE RESIDENCE W 0- 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING:FAMILY ROOMS, ■ DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION CONSTRUCTION ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. BY . ■ 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING:BATHROOMS, GARAGES, KITCHENS,ACCESORY BUILDINGS, 0 PLANS AND ENGINEERING BY ■ OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. PORT ST LUCIE PROPERTIES 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 201 SW P S L B LV D UNIT 103 PAUL WELCH INC . 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PORT ST LUCIE, FLORIDA, 34984 PAUL WELCH, P.E. REG. 29945 `U w ADDITIONAL NOTES 0� MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 NOTE: THIS ELECTRONIC SIGNATURE &SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. O - nI 0 p U WVW ..PSLPROP.CO/I/ 1)INTERIOR TO BE'/z'DRYWALL FINISH. N O Z J 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.''/i'THICK WITH(13 GAGE, 1 3/8"LONG, 19/64"HEAD; = Q Digitally signed by Paul 0.098"DIAMETER, 1 '/4'LONG,ANNULAR-RINGED;5D COOLER NAIL,0.086"DIAMETER, 1 5/8"LONG, a/ z U00 5/64"HEAD;OR GYPSUM BOARD NAIL,0.086"DIAMETER, 1 5/8"LONG,9/32"HEAD)SPACED AT 7" Lo OO �O.C.FOR NAILS AND 12"O.C. FOR SCREWS. �WeIch 3)WALLS AT SHOWER TO BE TILE.PROVIDE CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS () O Date. 2021 .06.09 13.04.59 IN COMPLIANCE WITH ASTM C 1288,C 1325,C 1178,OR C 1278 AND INSTALLED IN ACCORDANCE WITH ? LL O MANUFACTURERS'RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS Q Y 0 a- 111 AND WALL PANELS IN SHOWER AREAS.(PER FRC 702.4.1 &FRC 702.4.2). O m O -04 00 4)WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 0 < 5)WALL AND CEILING FINISHES SHALL HAVE FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM w PROJECT NAME: PROPOSED BOLINSKYRES. OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR w ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. z J 2 STREETADDRESS: 8005 BANYON ST.FORT PIERCE, FL. 34951 CONSTRUCTION TYPE: v BUILDING PERMIT NUMBER: OWNERS NAME: BOLINSKY RESIDENCE APPLICANT: W W 0 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO Q O PERMIT NUMBER: 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 CERTIFICATION STATEMENT : OPENING PRODUCT RATED PRODUCT 1395,C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS U I CERTIFY THAT,TO THE THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE PRODUCT DESIGN PRESSURES DESIGN PRESSURES MANUFACTURER MODEL NUMBER APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST.LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS ASTM C 557 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING PLAN SHEET DESIGN PARAMETERS AND ASSUMPTIONS USED : 3/16"X 1-1/4"MIN.EMBED TAPCONS ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS &DOORS 185 SH FL# 17499.1 IMPACT AT 2"/16"O.C. SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 WINDOWS N/A N/A N/A N/A N/A N/A N/A NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. INDEX 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A COVER SHEET 1 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A STRUCTURAL NOTES SHEET 2 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : 5' FLOOR PLAN SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A 1)DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 5. MEAN ROOF HEIGHT: 12.2' ROOF PITCH : 6112 PARAPET: NIA FT. 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). SHEET 3 ELEVATIONS 1/4"X 1-1/4"MIN.EMBED TAPCONS 3)ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE 6. COMPONENTS&CLADDING WIND PRESSURES USED : (PSF, BASED ON 10 SQ. FT. @ 10'MRH) SLIDING GLASS DOORS SEE ELEVATIONS +/-55.0 MI WINDOWS &DOORS 120/130/140 FL#22401.3 IMPACT AT 6"/16"O.C.(2 ROWS) A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET 4 + 20.5 + 20.5 + 20.5 + 35.5 + 35.5 + 30.1 SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL#20468.12 IMPACT 1/4"X 1-1/4"MIN.EMBED TAPCONS 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ELECTRICAL ZONE 1: ZONE 2: ZONE 3: ZONE 4: ZONE 5: GARAGE : AT 6"/14.5"O.C. SEE PLAN FOR SIZES&STEEL REQUIREMENTS. -32.5 - 54.9 - 80.7 -38.5 - 47.6 - 33.6 FRENCH DOORS N/A N/A N/A N/A N/A N/A N/A SHEET 5 40 5 20 N/A 5)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOUNDATION 7. DESIGN LOADS : FLOOR : PSF ROOF/DEAD : PSF ROOF/LIVE : PSF BALCONY PSF FOOTINGS:3"BEAMS: 1 '/2'SUSPENDED SLABS: 1 '/2' 5/16"X 1-5/8"MIN.EMBED LAG SCREWS 6)LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL SHEET 6 DOCK : NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE : NIA PSF RAILING . NIA PLF/CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55/-64 DAB 824 /811 FL# 15371.5 N/A ONE PER BRACKET MINIMUM IN BEAMS AND COLUMNS. BLOCK & TIE BEAM HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 8)SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE SHEET 7 ROOF VENTILATION -54.6 -180 TAMCO COOL RIDGE FL#4103.1 N/A FASTEN USING MIN.0.125"SHANK DIA.,MIN.0.410"DIA.HEAD, IS NOT PERMITED. HVAC & PLUMB. MIN.2.52"LONG CORROSION RESISTANT ROOFING NAILS SPACED 24" 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL# 2569.1 N/A O.C.ON EITHER SIDE OF THE RIDGE SLOT ONTO SHEATHING MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES SHEET 8 TRUSS LAYOUT 9. IS A CONTINUOUS LOAD PATH PROVIDED : X YES (NOT APPLICABLE EXPLAIN WHY NOT) APPLY DIRECTLY TO THE ROOF DECK.DO NOT APPLY 10)UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND TO SHINGLES OR OTHER ROOF COVERINGS.STARTAT LOWEST POINT OF THE INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"O.C. EDGES,AND 6"O.C. SHEET 9 ROOF DECK WHERE POSSIBLE.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 3"MIN. FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM,EVEN PRESSURE DETAILS FROM THE CENTER TO THE EDGES.REMOVE THE BACKING FROM THE 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES REMAINING HALF OFTHE ROLLAND APPLY PRESSURE. 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING. SHEET 10 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 12)PROVIDE#5 CORNER BARS W/30"MIN. LAP SPLICE FOR BOND BEAM. DETAILS AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS 160 194 OWENS CORNING ARCH.ASPHALT SHINGLE FL# 10674.1 N/A STAINLESS STEEL,I CH(3M UM OR COPPER ROOFING NAILS,MINIMUM 12 GAUGE(0EAD,ASTM (3MM)SHANK LWITH A ENGTH O PEN 3/8 TRATEH(10MM) 13)EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA.2"LONG NAILS WITH 3/8" SHEET 11 WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE THE MATERIALS MINIMUM LENGTH (9MM)NTOROUGH O HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 19/32" NIA AND BELIEF. THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 CDX PLYWOOD WITH 10D NAILS TO STUDS 6"O.C. PERIMETER AND FIELD. I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,AND HAVE APPROVED THEIR USE IN THIS @ AUTH. PAUL WELCH, P.E. 29945 INCH(19MM)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEET 12 NAME : CERT.#&CO. CERT. STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667(6 PER SHINGLE) 14)BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NSA NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS(2)OR MORE DESIGN FIRM : DATE PAUL WELCH INC. NAME : PAUL WELCH SR, P.E. SIGNATURE : ON PLAN PLIES UNLESS NOTED. ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 mmma PLAN SHEET INDEX REVISION REVISION O z m U W Lu Y PRE-ENGINEERED ROOF TRUSSES o w 47'-8" @ 24" O.C. COVERED BY 19/32" a v 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) 33'-0" SLAB REF. HETA 20 HURRICANE 14'-8" 20'-0" 13'-0" ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES 12 (PER CONN. SCHEDULE) 6� FIBERGLASS SHINGLE ROOF OVER UNDERLAYMENT R-30 INSULATION 6-2" 1'-7'/z" 3'-2" 1'-7'/i' 3'-1" 5'-0" 8'-2" 6'-10' 13'-0" - LL w CONT.ALUMN. MTL DRIP L o � — O m OVER (PT) 1 X 2 - - - - - - ENGINEER 42"HIGH WALL w/C.M.SILL SH-23 TEMP. =:.o' „ AND TEMPER, cnEl 'Ir�'_ L(TYPICAL) 1/2 DRYWALL @ CEILING PAUL WELCH INC. ENCLOSURE ■ ■ ■ ■ _;� PAUL WELCH P.E. 16" 8"BLK.COLUMN HOSE BIBB — ■ rt � SH-25 " "p_ 8"X 8" BEAM BLK. REG. #29945 ■ ■ ■ o ■ ■ ■ PR CASTLINTEL ■ ■ PRECA TLINTEL_ _ ■ ■ ■ ■ ■ ■ ■ 2" X 6" PRE-PRIMED =�' W/ 1 # 5 BAR IN 3000 PSI 1984 S.W.BILTMORE ST. 42"X 60"TUB LINEN 20-0 H / • = ' = CONCRETE FILLED CELL • 4'-11/4' SH-25 SPRUCE FASCIAST.LUCIE,FL 34984 \ / ° 11'-83/4' PHONE:(772)785 9888 8" PRECAST LINTELS M � VENTED � 0 2068/BF • / STUCCO SOFFIT = = O COVERED PORCH • / (SEE DETAIL) =`�''P•= DOOR AN WINDOW OPENINGS OJ TILE SHO R ^\ry5 5�_p�/4� a 8'-1"FLAT CEILING ♦ CAFE \ / _ _ U- Y (SCREEN ENCLOSED) io 8'-1"SLOPE TO 'T / ■ _ _ & FILLED W/3000 PSI CONCRETE p • M. BATH (D 0 1o'-1"CEILING , STUCCO FINISH w 2'-1'/4' W-1"FLAT CEILING N 12 _ • 2668SC M 3.7„ 1"X 2" P.T. FURRING STRIPS U) ~ 8068/TEMP./SGD 3-1/2"STEP / (TRUSS CO.TO VERIFY) @ 16" O.C. WITH FI-FOIL z @0 coco so^VANITY wC • • • • ♦ / VERTICAL REBAR TIED TO DOWEL = INSULATION= r W - - - - - - - - - & RUNNING INTO BEAM BLOCK =T 2 (V MAKE UP o J 10'-1"CEILING HT. _°�°p° DESK O `� �� I 6'-6" IN 3000 PSI CONC. 1/2 DRYWALL ` oo� • _; (TYPICAL) �` U • o ` cy` \ 2'-7" 3'-25ie' 6'-2" VERTICAL DOWELS _ r^ co cn h ��6 42"KNEE WALL w/30" LAP SPLICE =3. = 8" CONCRETE BLOCKS V J ILL 3'6" 10'-6" 8"ARCH FRAMING FROM FOOTER ftl_ 42"HIGH BAR WOOD BASE BOARDS z J N 0 w I SEE FOUNDATION PLAN O LL M N 14'-0° m o I FOR SIZE & SPACING _ '= 4" CONC. SLAB (MIN. 2500 PSI) Z ., LLI ~ o w/6 X 6 10/10 WWM OR FIBERMESH uJ = z I N • GREAT ROOM a N I ■ o'-o"TOP OF SLAB _ +_ _ J z V 10'-1"FLAT CEILING o -- =1 *GRADE 4" a a a a O Q MASTER BEDROOMF �I DOUBLE w M ' o • b'� W -i v, SINK `I LuIO8'-1"FLAT CEILING O, M ZY) p = d Lo 1 8-1"SLOPE TO C) o1 10'-1"CEILINGcs ___ TYPICAL WALL SECTION W o X I I � ; � • uJ 19'-10%,, 111'-9'/s" (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) r )^ w 9'-5'/d' g_g RANGE w/MICRO -----; NO SCALE �J O O " (D ( 2868 3'-8" 5-9/4"' LL Oz w 8"ARCH FRAMING M N I O O cn �, LL 2468PKT 2468PKT a o ROD&SHELF '? 0s8o J TUB/SHOW E 0 11 N m (V • o ccoo 0 7, ■ ti m 6068BF �`O a' 5'-1'/4' °' o FOYER z 2868 \ w � DRYER Z - \ �, W.I.C. W.I.C. LOCATION 10'-1"FLAT CEILING e w 2-1'/a BATH MO N 7'-2'/i' i x n o A.COND. 6' T-2" T-10'/2' 04 48"VANITY • rn 4414 " WC v / ■ 2868SCa o �/ / 8 1 &HEADER LL WH B1 BEDROOM # 3 co c 12 6 00 W N FIXED TRANSOM • • OH) AHU M ABOVE o 10'-1"FLAT CEILING v ROD&SHELF o a • • "MAIN EGRESS" • • N PROTECTION o 60686E ■ 3-1/2"STEP • POST — — — , z co � (DD © Q O H 22 1/2"X 54" I o a -6" 7'-6" r Q H M 0 11'-1'/d' 3' Q ATTIC ACCESS I w v In — — — w� v C1 D1 3' 10" • J • o< ILL ENT FIXED TRANSOMS ABOVE o --2" X 6" PRIMED & PAINTED m - 0 0'-1"FLAT CEILING N d m} • "FINISHED CONCRETE" • • • • • • R/S SPRUCE O W Z Q ~ 3 SH-25 SH-25 • 12' O.H. o Z EGRESS EGRESS BEDROOM # 2 (� GARAGE 8'-1"FLAT CEILING 6"x 22" SCREENED co `� Z o 8'-l"FLAT CEILING N • J m N m � b Nl�n: A.F.F. • VENTS AT 72" O.C. co ■ U ■ J04 w LIGHTATTIC STORAGE n = 11'-o3i m STUCCO OVER WIRE LATH ---, c� m } w/ 11ga. 2" NAILS WITH 3/8" w 00 HEAD DIA.AT 6" O.C. OVER 0 � o M ■ 0 ■ o N N o 3/8 RIB LATH @ 6 O.C. WITH " w SOFFIT DETAIL � • i i Z • 2 LAYERS OF 15# FELT OVER SH-25/EGRESS EACH FRAMING MEMBER) O w w NO SCALE > J w > U— d O 17'-8%" m '/4' 3'-5'/2" '-11'/4' 3'-2" 8" T-2" 2'-2" 4'-7" T-2" 4'-7" J m '^ U) v, _. m IL O co � [L O • • ^' _ ■ ■ 16070/OHGD ■ ■ ` V 0 5'-0" 11'-4" 12'-4" 19'-0" 28'-8" O 47'_8" FLOOR PLAN- a. SCALE : 1/4" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 1535.0 SQ. FT. SHEET FLOOR PLAN PAGE GARAGE : 390.0 SQ. FT. MODEL BEDFORD CUST. ENTRY : 22.0 SQ. FT. DRAWN MARK MONTALTO JR COVERED PORCH : 126.0 SQ. FT. DATE 03/25/2021 TOTAL FOOTPRINT : 2073.0 SQ. FT. SCALE AS NOTED SHEET NO. 02 OF 10 SHEETS REVISION RIDGE HT. +/-18'-6" 6'L.F.RIDGEVENT OPENING I.D. REVISION 12 ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE z 6 A CALCULATE ATTIC VENTILATION DOORS,AND SIMILAR ENVELOPE ELEMENTS. 6 o CEILING- 2073 SQUARE FEET n U OPENING AREA ZL INTERIOR ZONE � END ZONE (NOTE#1) 12 LF RIDGEVENT OPENING I.D. 2073/300= 6.91 REQUIRED VENTILATION o O w D-1 220 LINEAR FEET OF 6"X 22"VENTS 72" O.C.= 33.6111 SQ. FT./2 IN SQUARE FEET a v @ POSITIVE NEGATIVE POSITIVE NEGATIVE +/-13'-3"M.R.H. DIMENSIONAL ROOF SHINGLES = 16.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. � 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF - - - - - - - - - - - 1 I 16.8 SQUARE FEET>6.9 SQUARE FEET:SOFFIT VENTILATION OK PROVIDE 6"X 22"SOFFIT VENTS(cD 72"ON CENTER 2� 15 +35.4 PSF -38.5 PSF +35.4 PSF -47.4 PSF 3L 20 +35.3 PSF -38.4 PSF +35.3 PSF -47.2 PSF REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC BEARING HT. 10'-1" � 25 +35.3 PSF -38.3 PSF +35.3 PSF -47.0 PSF - - - - - - - - - - - - - - - - - - - - - - 40-50% OF REQUIRED VENTING AS PER FRC 806.2 EX#2 STUCCO FINISH 0 30 +35.2 PSF -38.2 PSF +35.2 PSF -46.8 PSF 6.91 X 40%=2.764 SQ. FT.OF RIDGE VENT BEARING HT. 8'-1" 6"STUCCO BAND 8"FRIEZE BANDS o 4"STUCCO BAND 6.91 X 50%=3.455 SQ. FT.OF RIDGE VENT 35 +35.1 PSF -38.1 PSF +35.1 PSF -46.7 PSF (TYPICAL) (TYPICAL) (TYPICAL) RIDGE VENT 7 40 +35.0 PSF -38.0 PSF +35.0 PSF -46.5 PSF 12" O.H. 23'LINEAR FEET OF COOL RIDGE VENT 8� 110 N/A N/A +30.1 PSF -33.6 PSF ENGINEER OPENING I.D. ® v z PROVIDE 23 LF OF RIDGE VENT 1. DESIGN PRESSURES PER ASCE 7-10 PAUL WELCH INC. A w � w PAUL WELCH P.E. OPENING I.D. C? a, w � E o EXPOSURE 160-C REG. #29945 8 `n � � � 1984 S.W.BILTMORE ST. 4"STUCCO BAND o (TYPICAL) 0 3 E PORT ST.LUCIE,FL 34984 PHONE:(772)785-9888 z � STUCCO FINISH STUCCO FINISH FINISHED FLOOR 0'-0" NOTE : OPENING SAND FLOAT FINISH B-1 OPENING I.D. OPENING I B C .D. 01 FRONT E L EVAT I O N ON ALL STUCCO BANDS & L0 RETURNS SUCHAS WINDOWS, 1 I SCALE : 1/4" = l'-0" DOORS, GARAGE DOORS, 3 I 3 I 12 U AND ENTRY OPENING I.D. ^ (Y� D 6� � v, Q 12 U^ Z J 3 I 17 FT RIDGE VENT 6 z o LL J Z � W W 0 QC � m m O W 0 W W BRG. HT. 8'-l" 29 BRG. HT. 8'-l" Q X - - - - - - - - - BRG. HT. 7'-1" rw^ � � W vJ 0 OPENING I.D. OPENING I.D. ^0 LL F G Ell I.'.L 1..1� 11 11 0- 6'L.F. RIDGEVENT F.F.E.0'-0" F.F.E. 0'-0" 02 RIGHT ELEVATION U) 12 12 w 6 6 SCALE : 1/4" = 1'-0" ' co W 0 O co � BRG. HT.8'-1" BRG HT 8'-1" o - - - - - - - - - - - - - BRG HT.7'-1" O W Z - - - - - - - - - - - U � PENFNG I.D. OPENING I.D. OPENIJNG I.D. OPENING I.D. OPENING I.D. J co U) co (HIDDEN) U � o F.F.E.0'-0" F.F.E.0'-0" 12 0 J L.L O J 03 REAR ELEVATION 6 12 LL � 17 FT RIDGE VENT J -- U) SCALE : 1/4" = l'-0" 0 N _BRG. HT. 8'-1" -BRG. HT. 8'-l" O BRG. HT. 7'-1"- - - - - - - - - - - - - [OPENING I.D. OPENING I.D. J a U FL 3 I 3 I SHEET ELEVATIONS PAGE MODEL BEDFORD CUST. F.F.E. 0'_-0" F.F.E. 0'-0_"_ DRAWN MARK MONTALTO JR DATE 03/25/2021 04 LEFT ELEVATION ASSCALE NOTED SHEET NO. SCALE : 1/4" = l'-0" 03 OF 10 SHEETS REVISION REVISION ELECTRICAL LOAD CALCULATIONS PER NEC z o co W Y 1 1535 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4605 VA 'o w • • • • 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 a v ■ 3 LAUNDRY CIRCUIT 1500 ■ ■ IN ■ ■ IN ■ PRECASTLINTEL ■ ■ PRECASTLINTEL ■ ■ ■ ■ ■ ■ ■ 4 DRYER 5000 J - - - - - - - - - - - - - - - - - - - - - - - - - — - — - 5 RANGE 12000 ■ / \ � ' 6 WATER HEATER 4500 J J i ' 7 DISHWASHER 1200 �1 8 REFRIGERATOR 1200 I / ® a� I / J� ' • 9 IRRIGATION PUMP OPTION 1800 ■ ■ ■ ■ ♦ 10 misc. 5000 ENGINEER TOTAL : 39805 VA PAUL WELCH INC. 3 / PAUL WELCH P.E. REG. #29945 \ _ - \ 1984 S.W.BILTMORE ST. • FIRST 10 KW @ 100% 10000 PHONE:(772)785-9888 \ \ REMAINDER C@ 40% 11922.0 \ \ \ I GFI PFI TOTAL : 21922.0 ■ \ 1 I ■ A/C HEAT(a� 100% 10000 x I DOUBLE TOTAL : 31922.0 VA w I SINK \ I 1 31922.0 t— 240 133.008 AMPS USE 200 AMP SERVICE. Lo I L.L RANGE w/MICRO M O SD � S `SD/CO --- GFI -GF • OD zz LL J CrO w — LLI " O m 00 w O ■ 1 1 SD Sp Q q D SD/CO 220v _ C x COND. 220v J C� / ■ OD n/ Lu DISC. 1 WC, "i ■ -` " ,I ELECTRICAL NOTES 220v O LL WATER } SD SYSTEM Dlsc. / / 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. o /1 / GFI N o AHU o N //�\ \/ • 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE WH / / \ HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES n ■ ■ °MAIN E RESS" ■ I SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED L1 ■ ■ TO BE HIGH-EFFACY LAMPS) PROTECTION / / / POST 1 3)RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND � ATTIG�CCESS I WP/GFI UNCONDITIONED SPACES. / LL _ ■ 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT WP/GFI ■ / ' \ \ 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL I ■ ■ ■ ■ ■ ■ ■ \ SMOKE DETECTORS IN THE RESIDENCE \ 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, C///�/' CD N / \ ■ 4'-6" / 1 4'-6" DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION _j / J \ \ ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. . , w I W Q \ ■ 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 ■ AND 20 AMP CIRCUITS SREVING: BATHROOMS,GARAGES, KITCHENS,ACCESORY BUILDINGS, ■ U I ■ OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. w F/ \ 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. __________ I 9)EXHAUST FANS TOBE VENTED THRU ROOF ORSOFFIT co w 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 0 w ' ■ How \ o ■ ■ ■ ■ ■ ■ J oW O z Lu w LLI 0 c) � 00 J m ■ ■ qmllml W cy) - - - - - _ - - - 3 #3/0IN2" C v 0 ELECT. SERVICE O J � O ELECTRICAL SYMBOL LEGEND LL "EP" U) J 200 120/2�40V U) 0 (n SWITCH THERMOSTAT ( GFI OUTLET � O 3-WAY SWITCH $3 SD/CO DETECTOR SD GF/ MBR 200A CAI 4-WAY SWITCH 4 EXHAUST FAN ® FLUORESCENT LIGHT MLO DIMMER SWITCH $D DOOR CHIMES pllQ9 PUSH BUTTON 0 ALARM PAD o GARAGE DOOR OPENER O WP WP-GFI OUTLET )I SERVICE PANEL 0 110V OUTLET (p SERVICE METER C= CEILING FAN GROUND TIED LIGHT FIXTURE 220V OUTLET J TO BUILDING STEEL,, CWP AND DRIVEN 4-PLEX OUTLET G WALL MOUNTED ROUND ROUND SWITCHED OUTLET IIIrp LIGHT FIXTURE LIGHT FIXTURE 1 P SPECIAL PURPOSE ® w/PULL SWITCH CEILING FAN w/LIGHT SHEET ELECTRICAL PAGE JUNCTION BOX 0 RECESSED LIGHT MODEL A/C DISCONNECT L- VAPOR PROOF V BEDFORD CUST. DRAWN PHONE OUTLET T RECESSED LIGHT OPTION - "A" MARK MONTALTO JR TV OUTLET FLOODLIGHT ELECTRICAL RISER / DIST. DATE 05/18/2021 FLOOR OUTLET GDISC LIGHT �DJ SCONCE PREWIRE � NOTE : USE ALL COPPER WIRE SCALE NO SCALE AS NOTED NOTE TO BUILDER: SHEET NO. ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) 04 SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 OF 10 SHEETS REVISION REVISION O z m U w W Y � U 0 W a = U 47'-8" 33'-0" SLAB REF. 14'-8" 20'-0" 13'4" LL L Z I I ------------------------------------ -------------------- ---------------------------------- 4 #5 REBAR ENGINEER x FINISH FLOOR CONCRETE SLAB 5'-2" 6-5" T-1" 17'-0" w Q 3'-0" ILL: _ PAUL WELCH INC. 1'-3'/2' T-10" 1'-3'/2' OJ - F-4 - Of w - � •• FTG 0 m coM 4�� CONCRETE SLAB ° ° PAUL WELCH P.E. 10'-0" 10'-0" 2'-s° 3'-10" 3'-10" �'-s° a F. FLOOR ° REG. #29945 4 ■ ■ ■ ■ 4"THICK(2500 PSI)CONCRETE SLAB FINISH GRADE - . - 1984 BILTMORE ST. F-4 wl FIBERMESH OR 6"/6"10/10 wwM C7 1'-4" — - - °o/° ° T _ ° ° ° PORT ST.S.W..BILT FL 34984 3'2" FTG OVER VAPOR BARRIER ON CLEAN HOSE BIBB ° ° - IT COMPACTED CHEMICALLY TREATED FILL PHONE:(772)785-9888 ■ 5-7' ■ ■ _ (`� ', ■ ■ ■ PRECAST LINTEL ■ PRECA 3T LINTEL ■ ■ ■ ■ ■I ■ ■ ° °• ■ LL L~L — — — — — — — — — — — — — — — — — — — — — — — — — ■ Z n REBAR 12 � N � (2)#5 - 20'4" C? 4 2 #5 MINIMUM CONTINUOUS, ( ) CONTINUOUS - 1611 „ 3"COVER MIMIMUM. F 8 co RECESS SLAB 3-1/2" uJ Q ■ LL LL BELOW FINISH FLOOR a g FTG F_6 = J N • ■ BEARING FOOTING �11NNTERIOR�NOUN-BRG. FTG.J■ FTGoLu 73/a' 4's" 8' 10" ' 1" F �� _ �_ �� SCALE: 1/2" = 1 -0 �/ Li') N SCALE. 1/2 — 1 0 ■ 3-1/2"STEP F 1 r l WC ■ NJ ■ ■ ■ Fv_ FTG rr^^ co#5 REBAR v! 0 in Z II CURB"■ 7-5/8 C� z0 LL ■ 9'-7" 2'-11" � LL ui 12'-6" 2'-2" OM II. #5 REBAR u CONCRETE SLAB - J z U 12'-6'/z" 4" co FINISH < I..L U) FTG FINISH GRADE co CONCRETE SLAB w U)■ ■ — - - Z °. . - CONCRETE SLAB II F. FLOOR _ 0 Lo H L I N o X °'°" iL w rW o0 W TOP OF SLAB V)^ o (2)#5 MINIMUM CONTINUOUS, 0 4"THICK(2500 PSI)CONCRETE SLAB ■ 16„ 3 COVER MIMIMUM. 4„ (2)#5 MINIMUM CONTINUOUS, O LL w/FIBERMESH OR 6"/6" 10/10 WWM 16" 3"COVER MIMIMUM. ■ OVER VAPOR BARRIER ON CLEAN CO 411 COMPACTED CHEMICALLY TREATED FILL ■ (: CURB SECTION EXTERIOR STEP 0- 5'-105/8' qCM 14'-8%" SALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" A> , #5 REBAR ■ CURB 4,_9„ _ II 9 F-1 N F 1 RECESS @SHOWER v FTG LL�` FTG N VARIES A.COND. zzov FINISH FLOOR c�N it ■ GRADE =N DISC. LL ui 2'-9" WC 411 M - - 1" ON-BEARING LL Ed- co H`° �, N - - - - -°1. &HEADER o = LL RECESS SLAB 3 1/2" c N D BELOW FINISH FLOOR co N N o AHU '-3" � co ■ 5'-1 0" 811 0 WH ■ "MAIN EGRESS" ■ ■ PROTECTION ■ 3-1/2"STEP ■ (2) # 5 MINIMUM CONTINUOUS, J T POST x w FTG b 16 m ~ o o 3" COVER MIMIMUM. U) O LLI z ■ ■ RECESS SLAB 3 1/2" SHOWER/CURB/RECESS SECTION c) BELOW FINISH FLOOR ■ ■ ■ ■ ■ ® ■ F SCALE: 1/2" — 1'-0" J co 4' 1'/2' F 1 v T FTG 5'/a'c`h 5'/4" c`') 'A co c� F 3 5'-0" 1'-10" 3' 10" 3'-10" 1'-10" F 1 U) N FTG m Lo ? FTG ■ o m ■ O O (14 ■ 00 ■ U) 16'-4" 5 r CONCRETE SLAB _ FINISH FLOOR 0 "--------------------------- ----- ---------F3 T o LLB g1 ^ CO � � FTG m D D D D D - w ih ■ ■ o N �° �° �° o o i _ LL J i ■ D D (n V) 4'-3" T-10" 4'-3" U) 0 L.L N w (2)#5 REBAR CONTINUOUS 12" p ■ ■ 3" MINIMUM CONC. COVER 5-0" 11'4" 12'-4" SCREEN ROOM BRG. FTG. (NO STEP) O F4 � 1'-2" 1s'-s" 1'-2" SCALE: 1/2" = 1'-0" 19'-0" 28'-8" 47'-s" SHEET O U DAT I O N PLAN FOUNDATION PAGE F MODEL BEDFORD CUST. SCALE: 1/4" = 1'-0" DRAWN MARK MONTALTO JR DATE 05/19/2021 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS REVISION REVISION O z m U W UJI Y FIELD ADDED#5 REBAR @ TOP o w 7 (MIN. (1) REQUIRED) (L L) 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED J QUANTITY OF #5 @ = C.M.U. BOTTOM OF LINTEL CAVITY ~ J Q 8F16-lB/lT 47'-8" oo g GROUT 14'-s" 20'-0" 13'-0° � Z NOMINAL WIDTH QUANTITY OF #5 • FIELD ADDED #5 REBAR BOTTOM REBAR @ TOP (MIN. (1) REQUIRED) NOMINAL HEIGHT 5'-2" 6'-5" 3'-1" 17'-0" 3'-0" 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION ENGINEER ACTUAL PROVIDED IN LINTEL PAUL WELCH INC. 5'-2" 1'-7'/2' 3'-2" 1'-7'/2' 3'-1" 5'-0" 8'-2" 6'-10' 3'-0" 3'-2" 8" 3'-2" 3'-0" $" (VARIES) PAUL WELCH P.E. at x NOMINAL REG. #29945 Lu WIDTH 1984 S.W.BILTMORE ST. O PORT ST.LUCIE,FL 34984 q 16" 8"BLK.COLUMN HOSE BIBB 1 PHONE:(772)785-9888 Nrr c/)12 PRECASTLINTEL PRECAST LINTEL - - — — — L-1- - - - - — — — —L-2 — — — — — 10 0" 10'-0" M O CD iocfj Wu r 11 N O Aw' cl) C) Z J c0 ' z 0 LLw J Z W �3 Q Fn O m � U) �0 L0 o p O � � CD 7 C� uo ull uo w W W TOP OF SLAB U 8F28 8F24 8F20 8F16 O O ' 11 � LL 7 -1 BEARING HT. CROSS SECTIONS N ih 14 - 8'-1" BEARING HT. M 10'-1" BEARING HT. NOTE : © C7 " CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION BEAM ELEVATION I.1J HEIGHTS CHANGE 8'-1"NON-BEARING LL 2A OPENING SCHEDULE CASTCRETE LINTEL ~ &HEADER cn O BETWEEN OPENINGS Cy) (CONTRACTOR TO VERIFY) ; p "MAIN EGRESS" 3-1/2"STEP LINTEL SAFE APPLIED SAFE APPLIED J OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT m a 3A 4A CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD O w Z U) 3 4 1 16070 OHG DOOR 192"X 84" 84" 8'-1" ' � � � O 17'-4" 8F17-1B/1T 950 250 404 150 U qj- '- 3068 OUT-SWING N O DOOR 41-1/2" X 84" 83" 10'-1" 4'-6" 8RF6-OB/1T 1596 100 867 100 0 00 J cy) 2A FIXED GLASS 41-1/2" X 17" 109" 10'-1" 4'-6" 8F12-1B/1T 4375 700 1940 350 [-- ";I TRANSOM (le) 3O SH-25 38" X 63" 80" 10'-1" 4'-6" 8F8-OB/1T 1969 100 1207 100 Q `° 3A FIXED GLASS 38" X 20" 109" 10'-1" 4'-6" 8F12-1B/1T 4375 600 1940 300 U p TRANSOM O ® SH-25 38 X 63 8011 10-1 4-6 8F8-OB/1 T 1969 100 1207 100 0- O FIXED GLASS 4'-6" 8F16-1B/1T 6113 700 2724 350 J M 4A TRANSOM 38"X 20" 109" 10'-1" u- O SH-25 38"X 63" 80" 8'-1" 4'-6" 8F16-1 B/1T 6113 250 2724 150 W J rn � © SH-H34 27-1/2" X 50-5/8" 80" 8'-1" 3'-6" 8F16-1B/1T 6113 200 3547 100 " ' Q CV 3'-5'/2' 3'2" �8-' 3'-2" 2'-2" 4'-7" 3'-2" 4'-7" O7 SH-23 38" X 38-5/8" 80" 8'-1" 4'-6" 8F16-1 B/1T 6113 200 2724 100 ® SH-25 38" X 63" 80 8 1 41-611 8F16-1B/1T 6113 200 2724 100 gO SH-25 38"X 63" 80" 8'-1" 4'-6" 8F16-1 B/1T 6113 1450 2724 750 O 5'-0" 11'4" 12'4" 8068 10 S.G.D. 98"X 79" 79" 8'-1" 9'-8" 8RF14-1B/1T 1568 800 931 350 16'-0" 1'-6" 11 2668 OUT-SWING 41-1/2"X 84" 83" 8'-1" 4'-4" 8RF14-1B/1T 5206 100 2635 100 DOOR 19'-0" 28'-8" 12 SH-23 38"X 38-1/4" 80" 7'-1" 4'-6" 8F12-1B/1T 4375 200 1940 100 13 SH-25 38" X 63" 80" 8'-1" 4'-6" 8F16-1 B/1T 200 2724 100 47'-8" 6113 SHEET BLOCK & LINTEL PLAN 14 SH-25 38"X 63" 80" 8'-1" 4'-6" 8F16-1 B/1T 6113 200 2724 100 BLOCK & LINTEL PAGE MODEL L-1 OPENING AT COVERED PORCH 80" 8'-1" 10'-6,, 8F16-1 B/1T 1533 200 914 100 BEDFORD CUST. SCALE: 1/4" = 1'-0" TOB DRAWN L-2 OPENING AT COVERED PORCH 80" 8'-1ll 10'-6" 8F16-1B/1T 1533 200 914 100 MARK MONTALTO JR TOB DATE 05/19/2021 SCALE AS NOTED SHEET NO. 06 OF 10 SHEETS REVISION REVISION O z M U W W Y U 0 W a = U 2" VTR 2" J L �- N SWR TUB L ENGINEER 1-1/2" STUDDO PAUL WELCH INC. VENT IR GAP PAUL WELCH P.E. WC REG. #29945 1984 S.W.BILTMORE ST. 3" L �!f\� DW PORT ST.LUCIE,FL 34984 V V PHONE : (772)785-9888 Level 1 3" 3" " ' 120 CFM 3'0"Wx3'2"H 3 3" VTR Cj 6" Duct 6"Exhaust Veni 3'o"wx5'2°H J L mow/ L0 L.L L0 6" 2„ U a 2'8"W x 6'8"H (n M O 2" VTR �1 W � / 10 6 Cafe 2�� J L V _ _ z J 4" LL 50 CFM T 53 12 x 12 3" - O 4" Duct I 8'0"W x 6'8"H 204 cfm LLI W 4"Exhaust Ven 1 10 x 10 Wt Clst L TUB J z U 145 cfm 7,. 4 3„ 2„ O Q 30"W x5'2"H rimaster Bed Great Room 2 CO m W O LO 0- 0- 10x10 10x10 Kitchen 311 Uj w O x 8x8 7" WC 0 LU 8x8 161 cfm 161 cfm �^ 84 cfm 3„ 84 cfm T 8„ 3'0"W x 3'2"H v, I j O 511 711 12x12 O LL T 237 cfm 5 16x16 L.L 3'0"W x 5'2"H 234 l 6 $" 4 i 311 1 1 li 5„ Laund 7„ Hall 5" PLUMBING RISER 8x4 12x8 30x18 in 8x8 NO SCALE 10 x 6 900 Cfm 2'0"W x 4'2"H IV 70 cfm 38 Cfm 4" 5„ `157 cfm 59 cfm 8x4 Foyer „ 16 49 cfm 8 8 C'O on f [-nn v / i-iers 1 U His 9" 16 - 4„ UU ��Ivl v Bath " Garage ` 10x6 _ 4 Duct 61 cfm 4"Exhaust Vent Uj HNV I I' \ O 12x12 SS 7 202 cfm DUCTS IN THE GARAGE AND Bed 3 12 x 12x8 C'7 12 202 cfm 0 O DUCTS PENETRATING THE 157 cfmUj WALLS OR CEILINGS s'o"wx1 "H SEPARATING THE DWELLING Bed 2 J 3'0"W x 6'8"H 3'0"W x 5'2"H 3'0"W x 5'2"H m FROM THE GARAGE SHALL BE 3'0"w x 1'3"H 3'0"W x 1'3"H 0 w D CONSTRUCTED OFA MINIMUM NO. � � 26 GAGE (0.48 MM) SHEET J 00 STEEL. 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR Uj co OTHERAPPROVED MATERIAL 3'o"wx5'2"H AND SHALL HAVE NO ~ Q OPENINGS INTO THE GARAGE 0 0 PLUMBING NOTES: J 0- 0 J 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING U) LL 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. v ! U) �+ / 0 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. CV 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 O 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, Job #: 1448 Air Calcs LLC Scale: 1 : 104 SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS Performed by Chris Bateman for: ' Pagel GREATER THAN 20 FEET. Bolinski Residence 7550 Hidden Hammock Ln Right-Suite®Universal 2021 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. 8005 Banyon Ste Vero Beach FL 32966 21.0.05 RSU29066 Fort Pierce, FL 34951 Phone: 772.800.8413 2021-Mar-30 13:21:36 SHEET vickilynne@aircalcs.com ..HVAC\8005 Banyon St PSL Prop.rup HVAC PAGE MODEL BEDFORD CUST. DRAWN MARK MONTALTO JR DATE 05/19/2021 SCALE AS NOTED SHEET NO. 07 OF 10 SHEETS REVISION REVISION O z m U w W Y � U 0 W a = U 471811 5' 2" 6' 5" 3' 1" 20' 0" 13' 0" 17' 0" 3' 0" 1 ST BRG. O w w w w ENGINEER PAUL WELCH INC. m w Q U U U Hatch Legend PAUL WELCH P.E. N N REG. #29945 1984 S.W.BILTMORE ST. PORT ST.LUCIE,FL 34984 CJ 1 Lj- � CJ2 T 1 " A. F. F PHONE:(772)785-9888 m O 1.0 CJ3 Cn z CJ4 � N � G2 Oo,z 7 j CJ6 �� n 3 12 VA LT8 - 1 A. F. F w 1 ST BRG. EJ72 EJ7 EJ72 �� (n CV) EJ7 1 0 - 1 A. F. F rr� zJ � m m m m < < > EJ72 V) O L EJ7 Z W > > EJ72 J z U EJ7 > > > 3.7/12 VAULT O Q �/ � < < > TRUSS END DETAIL m W U) EJ72 _ 0 EJ7 10'-1 ' N Q p 12 EJ72 PLUMB CUT OVERHANG W C ) ' ` - EJ7 8'��1 CLN 71011 6 w N 70 20 112' 0" 20 20 ,� 0 20 0 20 20 2 0 2 20 2 20 0 EJ72 LL N EJ7 4-3/16" EJ72 - HEEL HEIGHT LL EJ7 0 EJ7 EJ7 .� Ln EJ7 EJ7 EJ7 ♦^ EJ7 Iv'JI EJ7 W EJ7 Jill 1ST BRG. EJ7 Co Co > N 1 � X. CC—) C2 EJ7 w > ; TRUSS CONNECTOR SCHEDULE J 0. C2 EJ71 m O. CONTRACTOR: PSL PROPERTIES O w Z D1 C3 D2 OWNER: BOLINSKY RES. ob m J C3 _ 8'-1" CLNG f r1. CO �/ D2 00 TRUSS NOTES: �! ^ m ^ TRUSS MFGR: BUILDERS FIRST SOURCE 1)ALL ROOF TRUSSES TOBE DESIGNED BY TRUSS COMPANY'S ENGINEER. ui F, 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 0 N D2 LAYOUT DATE: 04/16/2021 3)TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. � � 0 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND �/ C3 Z DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. 0 I..L ,-I N CUT-SHEET DATE 04/20/2021 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS 1••� J 0 C3 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR J ID POINT UPLIFT ID UPLIFT DESIGN FASTENERS NOTES U) LL Ln v, J C3 jn Al2 1ST 1458 (1)HETA20 1810 (8)16d v / r U) C1 1ST 1774 (1)HETA20 1810 (8)16d V / C) vv^�, C1 2ND 2239 (2)HETA20 2500 (12)16d D1 1ST 1155 (1)HETA20 1810 (8)16d D1 2ND 2334 (2)HETA20 2500 (12)16d G1 1ST&2ND 1775 (1)HETA 20 1810 1 (8)16d GABLE ENDS CONT. 267#PLF ( )HETA 20 1810 1 (9)1 Od X 1-1/2" SEE"GABLE END DETAIL" O 1 STRAP AT EACH END AND 48"O.C. VALLEYS CONT. 100#PLF ( ) MTS 16 1 1000 1 (14) 10d X 1-1/2" 191011 51011 111411 121411 1 STRAP AT EACH END AND 24"O.C. ALL OTHERS 281811 AT CBS EACH <1800# BEARING (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING 471811 ALL OTHERS ATFRAME EACH <1000# (1)MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING BEARING SHEET TRUSS LAYOUT PAGE O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/(4)#9SD X 2-1/2"TO MODEL NOTE : SUPPORTING TRUSSAND(3)#9 SD X 1-112"TO VALLEY TRUSS IN LIEU OF MTS16AS BEDFORD CUST. STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24"O.C. MAX. FOR MISSED TRUSS CONNECTORS AT DRAWN BLOCK WALLS WITH 1175#UPLIFT OR MARK MONTALTO JR LESS, PROVIDE"SIMPSON" HTSM WITH DATE (4) 1/4"X 1-3/4"TITEN,AND (10) 10d. 05/19/2021 FOR MISSED TRUSS CONNECTORS SCALE FOR TRUSSES WITH 1175#UPLIFT AS NOTED OR MORE, CONSULT ENGINEER FOR SHEET NO. ADDITIONAL TRUSS CONNECTOR OPTIONS 08 OF 10 SHEETS REVISION REVISION O z m U W O ' Y 0 0 0 0 0 W PRE-ENGINEERED ROOF TRUSSES a = @ 24" O.C. COVERED BY 19/32" cal HEAD: 3/16" X 3"TAPCONS @ 12" O.C. (TYPICAL) 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) 12 6 � o SIMPSON STRAP PER SCH. � N z 1/2" X 5-1/2" REDHEADS w/2" DIA. X 1/8" WASHER W (TYPICAL) O EXTERIOR CEILING TO BE ENGINEER CONT. GALV. MTL DRIP STUCCO OVER WIRELATH O o OVER (PT) 1 X 2 �- c w/ 11GA. 2" NAILS w/3/8" DIA. PAUL WELCH INC. O HEAD @ 6" O.C. OVER PAUL WELCH P.E. p N 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) ti 2"X 6" RS SPRUCE FASCIA 3/8" METAL RIB LATH @ 6" REG. #29945 O.C. w/ ( 2 LAYERS OF 15# 1984 S.W.BILTMORE ST. FELT OVER EACH PORT ST.LUCIE,FL 34984 8" PRECAST LINTELS FRAMING MEMBER) PHONE : (772)785-9888 p SOFFIT PER DETAIL W/ (1)# 5 BAR FILLED N W/3000 PSI CONCRETE GARAGE FINISH FLOOR TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL TEXTURED STUCCO FINISH vJ GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. LLI (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) (2)#5 VERTICAL DOWELS I' 8" X 16" CONCRETE BLOCK COLUMN 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" w/30" LAP SPLICE U EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) FROM FOOTER co co 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" SEE FOUNDATION PLAN TAPCONS AT 12" O.C. FOR SIZE & SPACING J °`I° CONCRETE SLAB V J z L 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" o° PER FOUNDATION PLAN z OO ^ LU oda TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) FOOTI r,---- --_-_" __--- ------- - J Z w ,� U ��/� D' D 0 m U)co Lu O Q Q PORCH POST DETAIL U) 0 ~ W # 5 CORNER BAR WITH NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION O BATT INSULATION TRUSS BOTTOM CHORD 30" MINIMUM OVERLAP NO SCALE LL o— L^.L t�mm��ww mw 0:j L.L 1/2" DRYWALL CEILING # 5 VERT REINF. IN Cn FILLED CELL CONTINUOUS W 2" X 4"TOP PLATE OR 1-1/2" X 3-5/8" TO FOOTINGS. METAL RUNNER ; 19/32" ROOF SHEATHING r/1 2" X 4" WOOD FRAMING @ 24" O.C. W OR 1-1/2" X 3-5/8" METAL STUDS ' CORNER BAR ROOFING UNDERLAYMENT PER PLAN 1/2" DRYWALL BOTH SIDES ( ) (3 16d NAILS (TYPICAL) (TYPICAL ALL WALLS INCLUDING GARAGE) 211X4" "X" BRACING @ RIDGE AND 6' O.C. 00 EACH SIDE OF RIDGE U ; p 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL m RUNNER w/TAPCONS OR CUT NAILS @ K A 2"X WOOD FASCIA � � w/ALUM. DRIP EDGE 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) 0 xx D w z 0� c ) SOFFIT (SEE DETAIL) J 00 EXISTING FLOOR # 5 HORIZ REINF. TYP 2" X 4" LADDER FRAMING @ 12" O.C. w Cl/ CORNER BAR /2" STUCCO EXPANSION JOINT F--- Q TYPICAL INTERIOR NON-BEARING WALL DETAIL BLOCK TRANSITION STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS U 0� 0 NO SCALE NO SCALE WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS 0 E OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" J O CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. _j PERIMETER AND FIELD. LL CEILING PER PLAN J A ti GABLE END TRUSS U) 0 U) EAVE 2"X4" SPRUCE OR BETTER LATERAL BRACE CV O.C. FASTENED TO TOP OF BOTTOM 16d COMMON NAILS @ 12" O.C. a 3 2 3 CHORD OF TRUSSES WITH (2) 16d NAILS "I IEACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" O (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET 4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" 2 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS NAILS EMBED STRAP IN BEAM 4" 2 o ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD P.T. 2" X 8" CONTINUOUS WITH 1/2" a w 3 2 RIDGE w " J " BOLT OR 1/2" X 5-1/2" WEDGE 2 a ZONE �2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD J ANCHOR AT 24" O.C. WITH 2" X 2" a Q 3 2 ZONE ( NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD X 1/8" WASHERS NOTE: 2 0 ROOF SHEATHING HOALEBE 19/32"THICK CDX PROVIDE RAKE BEAM @VAULTED GABLE ENDS SHEET DETAILS PAGE JQ' PLYWOOD ROOF SHEATHING FASTENED TO MODEL ROOF FRAMING WITH 8d RING-SHANK NAILS GABLE END DETAIL TRUSS VERTICAL WEB BEDFORD CUST. a 3 2 3 3 2 3 a (PER FRC803.2.3.1) SPACED PER ZONE DRAWN MARK MONTALTO JR DESIGNATIONS AS SHOWN ABOVE. NO SCALE EAVE DATE Li 05/19/2021 SCALE REINFORCE EACH VERTICAL AS NOTED ROOF SHEATHING NAILING ZONE MEMBER OF GABLE END TRUSS SHEET NO. WITH 2" X 4" T-BRACE WITH 09 16d NAILS AT 8 INCHES O.C. OF 10 SHEETS REVISION REVISION O z—V m STUCCO CEMENT FINISH o U W W Y U FILLED CELL AT JAMB BLOCK _ CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH U 4-- a� FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° o CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 p 0 (SEE WATER PROOFING NOTE# 1 ) a 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS. 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK O SEE WATER PROOFING NOTE#6 BETWEEN BUCK&WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE#5) PER WATERPROOFING NOTE#4 WOOD TRIM ENGINEER ANCHOR 1"X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE#4,AND ANCHORED PAUL WELCH INC. TO MASONRY WITH 1-1/2" CASE HARDENED COIL 2"X P. T. WOOD BUCK WITH SEALANT PER PAUL WELCH P.E. NOTE NAILS AT 12"O.C. MAX. WATERPROOFING NOTE#4 AND ANCHORED REG. #29945 TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" 1984 S.W.BILTMORE ST. WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES & 12"O.C. MAX. PORT ST.LUCIE,FL 34984 SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK&WINDOW FRAME PHONE : (772)785-9888 THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NO SCALE EXTERIOR DOOR BUCK DETAIL to NO SCALE w Lo NOTE : NOTE : 0') NOTE : � AMU BUCK 2"X 6"P.T. RIPPED TAPCONS TO BE INSTALLED THRU BUCK INTO TAPCONS TO BE INSTALLED THRU BUCK INTO O MASONRY w/MIN. 1-114"EMBEDMENT PER MASONRY w/MIN. 1-114"EMBEDMENT PER DOWN TO 2 X 4-118"P.T. w/3116" TAPCONS z J co PRODUCTAPPROVAL PER FBC 1715.5.4.3 PRODUCTAPPROVAL PER FBC 1715.5.4.3. 1-114"MIN. EMB. 4112" O.C. w/# 10 SCREWS, PER (� L.L T- BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL. z O - W J z LU O a � U) m �0 Iwo � CD NOTE : wao � w O � o WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE 0- WITH FBC R703.4 (1 .2) AS PER DETAILS PROVIDED 1/8" 4-1/2" l3r, AR 3/4" NOTE CONTINANOD WATUS OER SEAAM LANT RPEIR WATERPROOFING NOTE#6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER PRECAST CONCRETE WIND RESISTANT FLUSH ♦/� N ° °° 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) v J N 1-3/8 MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE#2) ui 7-5/8" CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE#5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE# 1 ) co MORTAR OR GROUT 0 O - ._ _" SET SILL IN FULL MORTAR BED W PRECAST CONCRETE WINDOW SILL DETAIL > 1/2" DRYWALL 0. J NO SCALE STUCCO OR DECORATIVE CEMENTITIOUS COATING m O wz 8"C.M.U. — D U � 3/4" FURRING TO MASONRY WALL J 00 Q co U � o O � J 0- O STUCCO CEMENT FINISH WATERPROOFING NOTES ���v!^^ J FILLED CELL AT JAMB BLOCK(TYPICAL) u- � J O U) CMU WATER RESISTANT COATING 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO N (SEE WATER PROOFING NOTE# 1 ) 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, 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS 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 O WOOD TRIM 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 APPLY PERIMETER SEALANT CAULK 1"X P.T.WOOD BUCK WITH SEALANT PER AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE BETWEEN BUCK&WINDOW FRAME WATERPROOFING NOTE#4 AND ANCHORED ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARDENED CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ 12"O.C. MAX WITH A LIQUID APPLIED WATER RESISTIVE COATING/SEALANT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE#2 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SHEET SEE WATER PROOFING NOTE#6 SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER DETAILS PAGE FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING MODEL ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) BEDFORD CUST. STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. DRAWN 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW/DOOR FRAMES ATALL PERIMETER ON FRONT MARK MONTALTO JR AND BACK SURFACE PRIOR TO WINDOW/DOOR INSTALLATION. DATE SLIDING GLASS DOOR BUCK DETAIL 6.AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK(OR PRECAST SILL) SCALE 21 05 S AND THE WINDOW/DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. SCALE NO SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS