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HomeMy WebLinkAboutFDOH Plans THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL ( 11 ) PAGES IN THIS FILE. PROPOSED PEAVY RES GENERAL NOTES 85 PINEWOOD LANE FORT PIERCE FL , 34947 1 ) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL DIMENSIONS, CONDITIONS f AT JOB SITE, PLANS, SPECIFICATIONS, ECT. lilt Digitally signed by Paul 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, 111120945ti + Welch O W ;L r � 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 Paul e 1 �] CONSERVATION, AND THE NEC (NFPA70) 2017 EDITION. ��;it D`�,a r T OF / d DWelchate . 2021 . 08 . 04 " 1 3 .4 / 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVYTERMITE INFESTATION �" _. � 0410 �01 AREA PER FRC301 . 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 Uj -- SHALL BE WEATHERSTRIPPED AND INSULATED TOALEVEL 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 E7EFILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN O 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 ® ® ® ® [Ed ® MORE THAN N MU PER SQUARE FT AND SWINGING DOORS C 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. IF ] ET E E E E ELECTRICAL NOTES 1 ) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION, W U LU Z Q: 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE W U = LO LO HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES U SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED Z , � , w TO BE HIGH-EFFACY LAMPS) W L,,I 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND Z j LU UNCONDITIONED SPACES, fill 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT W d d t 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALLSMOKE ` IN THE RESIDENCE CONSTRUCTION BY ■ ■ 6) PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING; FAMILY ROOMS, PLANS AND ENGINEERING BY ■ RDINING OOMSRCL CLOSETS, AG ROOMS, PARLORS,WAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS,RECREATION /1 - 7) PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 PORT ST LUCIE PROPERTIES AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN .72" OF EDGE OF ANY SINK. 201 SW P S L B LV D UNIT 103 , PAUL WELCH INC . 8) CAR 11 BON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. �I 9) EXHAUST FANS,TO BE VENTED THRU ROOF OR SOFFIT. PORT ST LUCIE , FLORIDA , 3498.4 PAUL WELCH , °0" E . REG . 29945 10) PROVIDETAMPERRESISTANTRECPTICLES PER NEC REQUIREMENTS, MODEL : ( 772 ) 33 & 0050 CONSTRUCTION OFFICE (772 ) 249 -0089 _ - - ADDITIONAL NOTES . . VIM/W. PSLPROP. COM Q 1 LU H N pIll � � 1 ) INTERIOR-TO BE '/," DRYWALL FINISH. _ U Q 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 318" LONG; 19/64" HEAD; 1- Z LL d 0 098 ,DIAMETER, 1 %" LONG, ANNULAR-RINGED; 5D COOLER NAIL, 0,086" DIAMETER, 1 5/8" LONG, 0 10 O Q 5/64" HEAD; OR GYPSUM BOARD NAIL, 0A86" DIAMETER, 1 618" LONG, 9/32" HEAD) SPACED AT 7" LL i ui O.C. FOR NAILS AND 12" O.C. FOR SCREWS, Z W 3) WALLS AT SHOWER TO BE TILEPROVIDE CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS n. Z Q IN COMPLIANCE WITH ASTM C 128B, C 13251 C 11781 OR C 127B AND INSTALLED IN ACCORDANCE WITH O Q O MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS 4) WALL AND CEILING FINISHES SHALL HAVE SMOKE-DEVEWALL PANELS IN SHOWER AREAS, (PER FRC 702,41 LOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT GREATER THAN200, ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL W PROJECT NAME : PROPOSED PEAW RES. occuPANcv7YPE : R PRODUCT REVIEW AFFIDAVIT RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM " " Z J 0 STREETADDRESS : 85 PINEWOOD LANE FORT PIERCE, FL, 34947 CONSTRUCTION TYPE : V BUILDING PERMIT NUMBER : OWNERS NAME : PEAVY RESIDENCE APPLICANT : PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ,,, 3 LU OF ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. a d� C) PERMIT NUMBER : 7) PER FRC 702.2A ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO V CERTIFICATION STATEMENT : PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT 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 1 CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER 1395, C 1398 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS 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, OF FRO, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 DESIGN PARAMETERS AND ASSUMPTIONS USED : 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PLAN SHEET WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499. 1 3/16" X 1-7/a" MIN. EMBED TAPCONS IMPACT ATM" / tE" O.C. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING 3/16" X 1-1/a" MIN. EMBED TAPCONS ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 1 . FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 f, 16 WINDOWS SEE ELEVATIONS +50 / - 63.0 MI WINDOWS & DOORS 185 PIN FL # 1531 IMPACT AT3" / 11 O.C. SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX INDEX 2. STRUCTURE DESIGNED AS : ENCLOSED : x PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS SEE ELEVATIONS + / - 75,6 MI WINDOWS & DOORS CM - 18531 FL # 15353B N/A 1/4" x 1-1/a" MIN. EMBED TAPCONS (a PER BRACKET) NOT TO EXCEED 45D WHEN TESTED IN ACCORDANCE WITH ASTM E B4 OR UL 723. COVER SHEET 3. RISK CATEGORY : 1. 11 X III - IV _ EXPOSURE CATEGORY : B _ C X D _ 160 124 N/A 5' BLOCK GLASS N/A N/A N/A N/A Ni N/A N/A SHEET 2 4, DESIGN WIND VELOCITY : MPH ASD LRFD END ZONE WIDTH : STRUCTURAL NOTES FLOOR PLAN SKYLIGHTS N/A NIA N/A N/A N/A N/A N/A 5. MEAN ROOF HEIGHT : 12. 2' ROOF PITCH : 6/12 PARAPET : N/A FT. SHEET 3 1 ) DESIGN LOADS IN ACCORDANCE WITH 7-16. ELEVATIONS 6. COMPONENTS & CLADDING WIND PRESSURES USED : I PSF, BASED ON 10 SQ. FT. @ 101 Mi SLIDING GLASS DOORS SEE ELEVATIONS +(- 55 MI WINDOWS & DOORS 120 / 130 / 140 FL # 22401 .3 IMPACT (z Rows> v4^ x -va" MIN. EMBED 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). SHEET 4 TAPCONS A7 s^ 116^ o.c. 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE ZONE 1 : + 20. 5 ZONE 2: + 20. 5 ZONE 3: + 20. 5 ZONE 4: + 35. 5 ZONE 5: + 35. 5 GARAGE : + 30. 1 SWING TYPE DOORS SEE ELEVATIONS + 50.0 THERMA-TRU SMOOTH STAR FL # 20468A2 IMPACT 114" X 1-1/4" MIN. EMBED TAPCONS AT6" I14" O.C. AND AMINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ELEVATIONS 3" & 7" EACH SIDE OF MEETING POINT TOP AND BOTTOM 32. 5 54. 9 80. 7 38. 5 47. 6 33. 6 IMPACT 1/4^ X 1-1/4" MIN, EMBED TAPCONS AT 6" 114" O.C. AND 4) SLAB / FOOTINGS TO BE CONCRETE WITH AMINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SHEET 5 FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.9 T & 7" EACH SIDE OF MEETING POINTTOP AND BOTTOM SEE PLAN FOR SIZES & STEEL REQUIREMENTS, ELECTRICAL 7, DESIGN LOADS : FLOOR : 40 PSF ROOF / DEAD : 5 PSF ROOF I LIVE : 20 PSF BALCONY • N/A PSF 011 : 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: N/A N/A N/A N/A N/A 5/18" X 1-5/8" MIN, EMBED LAG SCREWS FOOTINGS: 3"BEAMS: 1 1/2"SUSPENDED SLABS: 1 X2" SHEET 6 DOCK : PSF DECK : PSF STAIRS : PSF FENCE : PSF RAILING PLF / CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371 .5 NIA ONE PER BRACKET 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEELFOUNDATION HURRICANE PROTECTION N/A N/A N/A Ill N/A N/A N/A MINIMUM IN BEAMS AND COLUMNS. SHEET 7 8, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES _X NO (NOT APPLICABLE EXPLAIN WHY NOT) 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. BLOCK & TIE BEAM ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOTPERMITED. SHEET 8 UNDERLAYMENT N/A POLYSTICK TO SHINGLES OR THERR OFCOVEYTGS. STA TATLO . ST OINTOF g UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE HVAC & PLUMB. N/A POLYGLASS USA, INC. FL 5259. 1 NIA TO LYPOLESOROTHERROOI DIRECTLY TO THE ROOF DECK, 00 POINTOFTHE ) 9. ISACONTIN000SLOADPATHPROVIDED : _RYES (NOTAPPLICABLEEXPLAINWHYNOT) TUPLUS ROOF DECK WHERE POSSIBLE. CUTTHE POLYSTICKTU PLUS TO A SUITABLE, MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES . WORKABLE LENGTH. OVERLAP SEAMS 3" MIN, AMD ENDLAPS S" MIN. SHEET 9 PEAL HALF OF THE BACKING OFF THE ROLLANDAPPLY FIRM, EVEN PRESSURE 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND r FROM THE REMAINING HALF OFTHE ROLRTO THE DLANDAPPLOYVE THE PRESSURE, FROM THE INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" o.c. TRUSS LAYOUT - 10, DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES FIELD, OR SCREWED WITH DRYWALL SCREWS 1 .5" LONG AND 0.131 DIA. SHEET 10 WASHER IN THE RIB OF THE PANEL, 1140 MINIMUM GULF COAST PANEL FASTENER #B 15 X 1-112" WOOD GRIP WITH SEALING 11 ) LINTELS SHALL HAVE A MINIMUM 4" BEARNG. DETAILS AS WITNESSED BY MY SEAL , I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS -80.7 108.5 SUPPLY AND 5V CRIMP METAL ROOF FL # 33818.2 N/A PENETRATION THROUGH THE PLYWOOD, ALL FASTENERS 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM, SHEET 11 WITH THIS CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE MANUFACTURING TO BE CORROSION RESISTANT, FASTENERS SHALL BE AND BELIEF, INSTALLED IN THE RIB OF THE PANELAT I2" O.C. PARALLEL TO DETAILS I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING , AND HAVE APPROVED THEIR USE IN THIS SLOPE AND B" O.C. ALL PERIMETER ORROOF, 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA, 2" LONG NAILS WITH 3/8" PAUL WELCH SR., P. E. 29945 FL , 33B1B.2 0 HEAD @ 6" O,C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" SHEET 12 NAME : CERT. # & CO. CERT AUTH. STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS . COX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. NIA PAUL WELCH INC. NAME : PAUL WELCH SR I P, E, SIGNATURE : ON PLAN 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE DESIGN FIRM : DATE : NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO . 29945 PLIES UNLESS NOTED, PLAN SHEET INDEX REVISION REVISION ' 321•0• 26'•o• d r' 5' B' 3' 2° B',E'/.• 4',BY.• 4•,5• 1Z U W IS W Y O IVyt ' t SH23/TEMR. SH-35 / EGRESSITEMP, PRE"ENGINEERED ROOF TRUSSES a ■ ■ ■ ■ ■ ■ ■ ■ ■ @ 24" O.C- COVERED BY 19/32" ■ m . ■ 4 PLY CDX PLYWOOD N ■ = (SEE NAILING DETAIL) $ C`'" ' ' + - - DOUBLE RINK , ' I y4 4 RANGEw/ W/ DISPDsa HETA20HURRICANE MICROABOVE ANCHORS EMBEDDED 4" INTO 299Id 3 r z N Bw° 4'-si BEDROOM # 4 ■ BEAM FOR TRUSSES 9 ■ 72 5/' 8'-t' FLATCEILING (PER CONN . SCHEDULE) 6� ' r' rto �ttl i A 5V CRIMP METAL ROOF OVER + R-30 INSULATION ��+L+./,„� COUNTERTOP ) m POLY GLASS UNDERLAYMENT -°all V, ''^''' tr-0 FL # 5259 . 1 R O■ - - - - - - - ■ NTTw CONT. ALUMN. MTL DRIP ENGINEER I ■ d OVER (PT) 1X2 =• .. - - - - - - - - - - - - PAUL WELCH INC. 1 /2" DRYWALL @ CEILING PAUL WELCH P.E. p (TYPICAL) REG . # 29945 1 0 •r." .. a 2008PKT m 1 w � N O' GREAT ROOM o ■ +• - 1s84 S.W. BILTMORE ST W R FLAT ROOG 4 a ' ' W 8" X 8" BEAM BLK. Ul arnc accEss m W0 2" X 6" PRE-PRIMED ( + W/ 1 # 5 BAR IN 3000 PSI PORT ST LUCIE, FL a4sB4 I 0 tr-3•r." , SPRUCE FASCIA ,.■ CONCRETE FILLED CELLVEN PHONE : (772) 785-9888 I ■ ■ - - - - - - ■ 3 •0 STUCCO SOFFIT + 8" PRECAST LINTELS W/ (1 ) # 5 BAR FOR ALL p (SEE DETAIL) DOOR AND WINDOW OPENINGSUm LIN IQ I ■ & FILLED W/ 3000 PSI CONCRETE o p Q STUCCO FINISH �' _ :v m ■ z o-� ■ ■ @ 16" D .C. WITH I FGFOIRIPS C 2 9 ■ ■ ■ ■m ■ ■ ■ ■ ■ VERTICAL REBAR TIED TO DOWEL W Nt & RUNNING INTO BEAM BLOCK �. + INSULATION w U. W TRUSS COVERED BREEZE WAY 1 IN 3000 PSI CONC . 1 /2" DRYWALL Z U cl BBE OAT FINISH Im • " (TYPICAL) Q COM EQ I 3-1/2" BELOW FINISH FLOOR 1 VERTICAL DOWELS ; (�• mint ■ oil low PREGSTUNIEL ■ NJ ■ ■ ■ ■ ■ JOIN w/ 30" LAP SPLICE . 8" CONCRETE BLOCKS - - - - - - - - - - - - - - - - -v - Q r ■ ■ ■ FROM FOOTER 0 LL N ■ WOOD BASE BOARDS 11'-0' SEE FOUNDATION PLAN W O W t c ■ ( FOR SIZE & SPACING , ' 4" CONC• SLAB (MIN . 2500 PSI) O W DEN ti g m BEDROOM # 3 � w/ 6 X 610/10 WWM OR FIBERMESH D— V�/ 1 COVERED PORCH ■ BIANF ATCEIUNG rc 81•10FLAT CEILING 03-0" TOP OF SLAB 0 0 B'A" FLAT CEILING 10'•6'/." `$ N _ LL co(J, I MASTER BEDRO M 1 ■ I 8'-1" FLAT CEILING I � i; GRADE 4" d d—.•_6__-b_��_�.d_- 2'-0• e'-1" COFFER CEILING b Om ■ O (7YP-) I wa W 31_2G. pe =_p• Lf. .... d U) 14'.03/•' 13'.8' y v1 87 x 3s•Wwm � V J IDIOM* y < a m SH-26 TYPICAL WALL SECTION O tr7 IL W >/ I ■ ■ ■ -- _ _ _ _ (EGRESS) n M 8080 S.G.D. IMPACTTTEMP. BASE OF VAULT - ■ N (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) vN O Is� FO 2`rlx" T " ® ti z NO SCALE O LL Q a 3o•vAN 3 LL _ - ry 2'-4Ya' 7'-2:5' NJ z SAFETY RIJL '. ' ... - 6LOC3UN0 ■ \ -A UPPER CABINETS 8 0" - - 4'-7" 3'-11' $ 3 1 m Y "? ■ FAMILY ROOM KITCHEN I N g•-p H F VAULTED CEILING 51 VAULTED CEILING R m ROD & SHELF • Ew 0 H ■ / tFMA 36" m mN � Z9 I i s 1 0 9 • - gP 6088 BF ■ I z iWW I.0 m Y - APEX OF VAULT -i c0 I `° DW 3 .fi/." 7SH.26i I - - - - - 11b' (EGRESS) 1 1 1 I m I ■ l J q ` - BEDROOM # 2 F-1' FLAT CEILING W ■ 4 81-1• FLAT CEILING 7� 8%* "nl Fi3 ■ ry co T� 2" am 9 `2'•ax FOYER 4 n m VAULTED CEILING ■ 3 .8. • a-0h 2'-B NICHE: gq6 DINING ROOM z4•WIOE ry H TRANSOM VAULTED CEILING y UTILITY ROOM N 4• 1YNIGH LU_ dYAFR v C1 °7 ¢ 81•70FLAT CEILING q xG 10'-4' .7'/.' b N AHU N7 0 U (2) NON 6RG.WALL MASTER BATH MR a TRANSOMOM W/ABOVE _ _ BASE OF VAULT - _ O ■ a 3'•71'h" e'•7" FLAT CEILING ENclasuR 2 -8/' ■ ■ ■ ■ smp 7'•10'/.' �" ROTiCTJ 10'•10" PRO ®TION rn ■ ■ ■ 10-i" FLAT CEILING co !7 AY HIGnwAu ,h TRANSOM 9 t POST OST A• COND. mmm m r� co MN. fINECLRATE0000R m F LE\ T ■ ■ ■ ■ ■ m 2' CURB BEYOND WALL Q m 3-8' /SHONE R (2) SH•25w/ ■ W ■ LINEN 4' 0' g'•8" ' TRANSOM ABOVE m �q nx ■ ■ ■ ■ ■ ■ 7h" 74" I LIGHTATTIC STORAGE W !, o TUB B'-3° 7'-7h" 3, :o 1W 10 FLAT CEILING 1 i 12' X72' 1 1 BLOCKCOLUAIN d �2 - - - - - 4 ■ "a ■ bo • i i 3-1/2' BELOW FINISH FLOOR LU0W 22.1rz• x54• � O 1 1 ■ U - N ' ATTIC ACCESS ■ ■ ■ ■ iv0 in (MAIN EGRESS DOOR) p ; (PULLDN. STAIRS) a I- I? - - - - - - - - - - - Z_ FPLMETER • PREGSTLIN3EL KU3 • _ _ _ " _ _ _ _ 1- ■ O D i INSULATE WALLWI R•11 F/G BATT § IIIGARAGE E J R W-1' FLAT CEILING ■ 31.70' 9'-it' 9'-3' _ _ _ _ _ _ _ _ _ - _A.EF " _ _ _ _ _ _ . . . . . . . . . . . ' 0 n DWUNOREFERENCE SRINGREFERENCE EEARINOREFERENCE 12 EA N s-e m'•3" B'-i" 3/4" FURRING STRIPS o ' 6 LL SIAa REFERENCE SGR REFERENCE SLAB REFERENCE AND 1/2" DRYWALL (TYPICAL) m ■ ■ Wry 0 x O ■ ■ 1 ■ ■ ■ 18070 / OHGD ■ ■ ■ EL 2'-0' 16W" zo" 2" X 6" PRIMED & PAINTED 35110• 20'-0' R/S SPRUCE 11, Go s5'-o• 12 O . . FLOOR PLAN NOTE : 6" x 22" SCREENED SHEET ALL INTERIOR DOORS TO BE 6'4" TALL FDOH in St. Lucie County VENTS AT 48" O.C. FLOOR PLAN PAGE UNLESS OTHERWISE NOTED Environmental Health MODEL SCALE : 3/16" = 1 '-0" Site Plan Approved for Construction WINDSOR CUSTOM AREA TABULATION NOTE : Supercedes All Previous Site Plans for STUCCO OVER WIRE LATH DRAWN PANTRY SHELVING TO BE TIGHT MESH — w/ 11ga. 2" NAILS WITH 3/8" MARK MONTALTO JR OCCUPIED A/C AREA : 2008,0 SQ. FT, ALL OTHER LOCATIONS STANDARD VENTILATED OSTDS # 5lo - tl.��� 51 HEAD DIA, AT 6" O.C. OVER DATE OCCUPIED A/C INLAW : 629.0 SQ. FT. NOTE : Well # q�l • ?r�� a9 3/8" RIB LATH @ 6" O .C- WITH 04/05/2021 Date: SOFFIT DETAIL EACH FRAMING MEMBER} AS NOTED GARAGE : 439.0 SQ. FT. (2 LAYERS OF 15 # FELT OVER SCALE ALL WINDOWS TO BE !�L`, ;itL Reviewer:yGL�`--- ENTRY : 67.0 SQ, FT BRONZE IN COLOR NO SCALE COVERED PORCH : 135.0 SQ, FT SHEET NO. COVERED PORCH #2 : 54.0 SQ, FT 02 BREEZE WAY : 78.0 SQ. FT. TOTAL FOOTPRINT : 3410.0 SQ, FT OF 11 SHEETS REVISION REVISION ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS , DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS, z m U OPENING AREA A INTERIOR ZONE QE END ZONE (NOTE #1 ) a u. to IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Al 10 +35.5 PSF -38.5 PSF +35.5 PSF -47.6 PSF 2 15 +35A PSF -38.5 PSF +35.4 PSF 47.4 PSFyY, C Ml ��L,� I � - - -`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ' _ 20 +35.3PSF 38.4PSF +35.3PSF 47.2PSF 4r '4es �xm, t ,.4,�. ` I } : 12 �` 25 +35.3 PSF 38.3 PSF +35.3 PSF -47 .0 PSF 3e l4a .g945 5 � � 6 lIt 1 5 30 +35.2 PSF -38.2 PSF +35.2 PSF -46,6 PSF 5 1 srAPE 6F 1 6 12 . � . . . . I 12 35 +35. 1 PSF 38. 1 PSF +35. 1 PSF 46.7 PSF Q Mrr KF1tI4l 1 - - - - - - - - - - - 6 7 40 +35.0 PSF 38.0 PSF +35.0 PSF 46.5 PSF 0 110 N/A NIA +30. 1 PSF 33.6PSF ENGINEER 12 6 1 DESIGN PRESSURES PER ASCE 7-16 PAUL W ELCH INC. 12 PAUL WELCH P. E. kk z EXPOSURE 160 -C REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785.9888 Ift III ; ® MIDI ILil o zMC) (nLLIICIIIIIII �- - - - - - 2E W O W Owl IF 0 . � 0 Ed FEE:= 3 1 31As W LLI O : t . � Q. EL O LAW 1 I 1 I CALCULATE ATTIC VENTILATION In 00 CEILING = 3410 SQUARE FEET O O 0 3410 / 150 = 22.7 REQUIRED VENTILATION '.. - LLo 27B LINEAR FEET OF 6" X 22" VENTS @ 46" O.C. = 63,71 SO, FT. 12 fy 31 .9 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 31 .9 SQUARE FEET > 23 SQUARE FEET : SOFFIT VENTILATION OK " PROVIDE 6" X 22" SOFF)T VENTS () 48" ON CENTER W 12 fy co 12 6 W ��\ 0 612 ., m 0 � O W z 12 12 Jm 6 � a6 � W cn co eRra. HT. a'41 - - - - - - a � 11 .. C/) LL fr � V J on. LI No OPENING I.D. OPENING I.D. OPENING I.D. �I " t ' 41 I4� I'nI`Iifllll {]illni� 4l � �illha �{ir� ) iil �i ' �Ililtl( r1µ �il PJIIIuI �III � ' 1„���Iz� ! 7 i ;� (. lf , iFI }� t '. ��{ ) �.. i b � �)� {�� � CIFIltio� ll � P ' ,I �l i� il�i 4 �s sII { i i� I r 1iI " i(S!i Ix� nd S.Ifd . 41 {flIV111trtf Nl�iili;l fi 1 9! 14d81iIf 1 t� .i„ni , Id N:il , 4 n ;ails 9iAhrl tl,i ,l 6I„i. �. 31 SCALE : 1 /4" = 1 '-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 Y z m U W w Y O W K = IL v wgZ k } Na299I5 o STA!'E: dC ge k kh44�4 �''',4`'� Ae�ncn�ih` 6 �12 ENGINEER PAUL WELCH INC. PAUL WELCH P. E. 12 REG. # 29945 6 - 1984 S.W. BILTMORE ST PORT ST LUCIE, fL 34984 12 PHONE : (772) 785-9888 12 6 � 12 BRG_HT. B'4' _ BRG. HT. B'4' _ '' nn — - VJ NlDEFLECTIDN) ui d' m rpitt QM �? . o CD OPENING I.D. Q LL Tpt OPENING I.D. OPENING I.D. F OPENIENG I.D. 31 W O W ty 0 0 0 °- U Top or Subfloor ^ (� W W ./ J Z ^ iilU !! f f ! i ' d !4i!I" i4 Uie!�! l�hf ,Ir !ilf � uf{11111d11i!11! 4IlhiO4i !Iilglii lu !! {.L. 03E E'BAR' ,=!1Eiis r1f�' , ,,,I ' N� v0� L0 r w !� ,. I, SCALE : 1 /4 ' = 1 '-0" O 00 O LL j v J W 12 12 to 6 0 W > C co a6 O W to 12 U L.J 00 .. J m LU c , Top of Plate U ry El El LL o � Top of Bubfioor_ _ (V 0. i t pit it �yeit � III I !{, tcr�+'ii ' A! i� lli i f !1� 111f iN OPENING 1.0. OPENING LD. OPENING LID, OPENING LD, i!o + fR � ',i .r�! h� �n. '��'�I! I�. �tc1i!lUi di �(a� .�lx.i.�lifi ! � IhPi �flfifijt }i! !)� k1!4(` O SCALE : 1 /4" = 1 '-0" 21 2 1 2 1 21 SHEET ELEVATIONS PAGE MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 04/05/2021 SCALE 'i AS NOTED SHEET NO. 04 OF 11 SHEETS i REVISION REVISION O > z GO ELECTRICAL LOAD CALCULATIONS PER NEC W U 1 2637 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 7911 VA a ILI 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 u, ti � � I',1 � r,94r , 4 DRYER 5000 4 ? ti^c' 'Alsr c �- ��+ � Ha. 2'99•i5 �' • ■ ���; - - - ■ 5 RANGE 2400D 3 ' ` * ! a ■ 1. GF1 1 6 WATER HEATER 4500 � �'Yi A srarEs -"-0� DOUBLE SINK `-- 7 DISHWASHER(S) 2400 w/ DISPOSAL LLlooklawkwo ' �II'114 *'• 8 REFRIGERATOR(S) 2400 ' 'Pt MAMMON 114" 3'-6' _ 1 9 IRRIGATION PUMP OPTION 1800 ■ - - - - 1 �- ENGINEER 10 MISC. 5000 4 PAUL WELCH INC. _ _ -A_ i L H/r PAUL WELCH P. E. 1H TOTAL : 57511 VA • • - • • /' ■ REG- # 29945 GFI W - ' ' ' - wvToFI FAA 1984 S.W. BILTMORE ST. ■ �' - PORT ST LUCIE, FL 34984 \ ^ _.. • ®D PHONE : (772) 785-9888 ' ®° FIRST 10 KW @ 100% 10000 I SD/CO ■ REMAINDER (D 40% 1900444 I / _ 0 ACCESSI � ' \ l TOTAL : 29004A ■ 69/i i / / - A/C HEAT [G) 100% 15000 - ' - ' ' ' ' ■ _ / 'FAN / ■ TOTAL : 44004.4 VA / vJ ' ■ It #21 220V \ 11 IN IC, 6 .. DISC. i ■ 4400464 - 183 AMPS USE 200 AMP SERVICE. � W INAT4 240TIC c ¢ co \ ' O Olaf In ful 101 ■ ■ `O ■ � / \ 3 \ Ommomong v / A LL >< I I Q ■ qH O W I I wP OFI / / ' ■ � O I� O ■ FA ` � )G"T / IGHT /� ELECTRICAL NOTES U ■ ■ ®p ry a 11av6o• O.F.F. 1 )ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (KFPA 70) 2017 EDITION, BASE OF VAULT \ LIGHT I .� ■ 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE . j � 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 \ FAN \ \ TO BE HIGH-EFFACYLAMPS) ° SDICO I � • SDICO GHT // _ 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND 7 nN \ \ ■ �\ UNCONDITIONED SPACES. \ _ \ 4'-7" 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT — — _ ' _ — W ■ 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL d \ 6'•10' \ / SMOKE DETECTORS IN THE RESIDENCE11 ELI g ' 6) PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, ANAf oo a DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ■ / A71 ACE 9 ) L, ( L E / o LL ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCANDNEC REQUIREMENTS. X �� / O s 3 7) PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 P i � � � / AAA I ` - - - � ` ' AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, - AN \ i \ / — — —APEX OF VAULT w �y OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. FhN 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. M ■ i ( LIGHT \ . • 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. Q o 1 J \GPI 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. \ u \ ^ Ci ■ \ 11INOTE• LEOUNOE){ CABINET LIGHTING2 a 1 ISO ■ W �I � Ze O Z�t \::O / \ \ / W ■ �IiG. F4.. OR 1` �- \ / W OFI c J Oo ( / ,\ \ • ' , �' \ / / I\ / 22CV Nm . EWAF�A / BASE OF VAULT NNE Ott AHU N7 �D / ELECTRICAL SYMBOL LEGEND W U) co ■ / ' ® ■ ■MEGESSDO It) ■ ■ — — _ — _ rEr © ■ l i_-._ _. r ■ ■ GFI PROTECTIONPROpOSTON SWITCH THERMOSTAT GFIOUTLET QP' @ POST A COND. v3-WAY SWITCH $3 SD/CO DETECTOR ®D GFI FLUORESCENT LIGHT ■ ■ 0 ■ ■ 4-WAY SWITCH $q EXHAUSTFAN ® ^O I 1 ■ / ■ ,. I DIMMER SWITCH DOORDOOR CHIMES ® 3 # 3/0 IN 2" C LL O■ / \\\ ■ \ \ I I GARAGE DOOR OPENER ■ ■ ■ \ / ) 1 ■ In ■ I I t I 'LIGHTATTIp STORAGE PUSH BUTTON 9 ALARM PAD ELECT. SERVICE i t I I I OOOAJ _ _ _ _ _ _ _ _ \ WP-GFI OUTLET ' SERVICE PANEL o �. ■ ■ I I }, ArnC ACCESS ' 61 rt7� CEILING FAN LL ■ ■ ■ ■ ■ I\ a„ / � � 110V OUTLET �IYi' SERVICE METER L`� w _ — • 6'•0' ,! \ 6'-0" $ ■ FPL METER 220V OUTLET yry• LIGHT FIXTURE \ / x / , �� /� 4-PLEX OUTLET WALL MOUNTED /fir v , O vA�/ - i - SWITCHED OUTLET LIGHT FIXTURE \ "EP" N LL \ , z ® LIGHT FIXTURE /P\ O 200 120/240V u. W SPECIAL PURPOSE w/PULL SWITCH \ / CEILING FAN wILIGHT M 2 1 $ ■ cD ■ 5' JUNCTION BOX © 200A F ,o RECESSED LIGHT � ��....■■..■■A/C DISCONNECT 'o MBR \ VAPOR PROOF - P„5.. x MLO t7 q 1,9„ PHONE OUTLET T RECESSED LIGHT O 1 TV OUTLET FLOOD LIGHT \ ■ ■ FLOOR OUTLET ° DISK LIGHT �D� SCONCE PREWIRE K:!7 NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION 3 # 3/0, # 6, 211 C. OUTLETS PER NEC 210,12(6) ■ ■ SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 # 4 CU GROUND TIED \ ■ ■ ■ 11111 L TO BUILDING STEEL, CWP AND DRIVEN SHEET GROUND ROUND ELECTRICAL PAGE MODEL WINDSOR CUSTOM ELECTRICAL PLAN DRAWN MARK MONTALTO JR SCALE : 3/16" = 1 '-0" DATE OPTION - "A" 0 6/1 712 0 2 1 ELECTRICAL RISER / DIST. As NOTED NOTE : USE ALL COPPER WIRE SHEET NO. NO SCALE 05 OF 11 SHEETS REVISION REVISION o r' z to IFNI Z II D: LU #5 REBAR IL 6 FINISH FLOOR CONCRETE SLAB 32'•0" 26'A• o co Ama 4„ ` CONCRETE SLAB — — \ , ,00 ll, C W' F. FLOOR / \ .° — — � R `.y1G''GASf �i95,ieo s-0 3'-m• a'-er 4',0" 5 ,2u" IF I" FINISH GRADEOFF — — \ ° ♦ ° N r 7 t 2 -0' HOSE BIBS �° ° Am _ O �6 ' STAM OF / I Y E" S�_ v ■ J uu )IF n (2) # 5 REBAR 12 Ildk E 1ttt ' T-3" W q N 116 (2) # 3 COVER MIMIMUM 5 MINIMUM OUS, CONTINUOUS F �� r ENGINEER F- i, ■ PAUL WELCH INC. m FTG BEARING FOOTING INTERIOR NON — BRG ° FTG . PAUL WELCH P.E. SCALE: 1 /2 1 'mo REG . # 29945 61-0" 4 F1 SCALE : 1 /2" = 1 '-0" NIPPON F2 „ __ w I 1984 S.W. SILTMORE ST. 1 1z'•9%• PORT ST LUCIE, FL 34984 411 0 _ _ _ _ _ _ ■ U PHONE (772) 785-9888 FOOTING F•/ � � � 4" THICK (3000 PSI) CONCRETE SLAB i ■ F•1 #5 REBAR W/ FIBERMESH OR 6•/ 6" 10/10 WWM I FTG a a 'InIf OVER VAPOR BARRIER ON CLEAN i Zc )) 7-5/8° CURB II COMPACTED CHEMICALLY TREATED FILL 1 C q RECESS SLAB FLOOR 4 PTO ■ O II Z II- #5 REBAR b+ BELOW FINISH FLOOR I 112M 11 wc � 9 M All CONCRETE SLAB i SLOP '� RECESS SLAB 3-V2° ce) N I ■ BELOW FINISH FLOOR FINISH GRADE CONCRETE SLAB r _ FoonNDFa q _ ■ CONCRETE SLAB M w W 0 ■ THICKENED 8'-6" Z °• ' �' . t(2) F. FLOORx v zM 0 4• THICK (3000 PSI) CONCRETE SLAB W O 4 0' ■ • r•w/ FIBERMESH OR fi'/ e' t0/10 WWM H ) \ / F-8LI JOVER VAPOR BARRIER ON CLEAN Ip :o r G QCD COMPACTED CHEMICALLY TREATED FILL n n 5 MINIMUM CONTINUOUS, HIF "° 4 2) # 5 MINIMUM CONTINUOUS, O W —FFFFF ■ 4 ■ 3" COVER MIMIMUM. ( Q FIFF ■ ■ ■ ■ ■ ■ ■ ■ ■ 16" 1 16 3" COVER MIMIMUM. 15'40 13'-B' VFW I BIB" 5'-0" SW 5110° 3'FV 1 4' O W �/ 5'-1" I 6'-0" 6'-0" 6'•0" 5'-0' 3'-0' ) BELOW FINISHCESS BFLOOR F3 CURB SECTION F6 EXTERIOR STEP W W 81 X B• THICKENED EDGE mmmmmAmm w/ (1) q5 BAR I ) ■ ■ ■ CALE SCALE : 1 /2" = 1 '-0° I°°LI Z a ■ W/ FIBTHICK (3000 P51) CONCRETE SLAB c q LD W/ FIBERMESH OR C N RET WWM W O c0 H OVER VAPOR BARRIER ON CLEAN Ii q COMPACTED CHEMICALLY TREATED FILL n ■ FIT LL � RECESS SLAB 3-1/:" O 4 J ■ BELOW FINISH FLOOR ■ 'o+ 66 \ a O F-8 ■ -(`- g r, F•, -r CONCRETE SLAB O 4 F i FTG '4 Y w n M F 8 �G FTG ,'-,p• " ' 3'A FTG ■ FINISHED FLOOR ONCRETE SLAB FINISH FLOORFddI 13'-8° 4 4 • 4 d d 4 - n ■ 8'.8' III CD ° 4 4 4 r 11 O _ fI�J� ■ _ IV FTG , 1 N IQ a 14'-,M° 11 ■ (2) # 5 REBAR CONTINUOUS 16" 1a'as^ i _ 16" 3" MINIMUM CONC. COVER ■ I 1 4' THICK (3000 PSI) CONCRETE SLAB , , I MPACTRMESHOR6•/ 8. REAWWM 1 . � • INTERIOR BRIG . FTG . (STEP) F4 ) _W OVER VAPOR BARRIER ON CLEAN INTERIOR BRIG . FTG . (NO STEP Fir COMPACTED CHEMICALLY TREATED FILL 1 _ p'.e" 9 F5 SCALE : 1 /2" = 1 -o a ■ TOP OF SLAB „ SCALE : 112" = 1 '-o" , I 11 F-0 �I v F•G FTG ' , 2r-0s• n #5 REBARco I II ■ CURB ui > r- IF HI ■ m u ^ F-, ECESS @ SHOWER LL m 13'-3%" 13'-9Y.' II 10• ■ 4 VARIES O W z FINISH FLOOR mtin, GRADE N V q �CWC FTG l 2'-2Y" F° 1 i F a 4n ° ° M - - - - _ AyV� I 1 4In 1 O A/C CHASE BY PLUMBER -° 1• ob IFF FFFF is/5v Cass Fmmmmi 0) �� LL � F-z _ _ _ _ 4 4 22�� 8„ � Cyr 9 � � i6'-19/°• FTG ) Ie �, m FTG I I y EwH ❑ ° • 6 AHUN1 N ' ( 0 ) (2 ) # 5 MINIMUM CONTINUOUS , ■ TO BELOW FINISH SLABFL OR 2' "' _ ___- ■ ( ) 3" COVER MIMIMUM . ■ ■ MAIN EG ESS DOOR) ■ ■ O I I „ ry"I° ■ a/a•eTEP ■ L 11 BtEP PROTECTION PROTECTIO 16 R THIEDGEED 9 a `4 11 POST POST A LONG. O y m _ . . TO EDGE OF FOOTING 9 SHOWER/CURB/RECESS SECTION —� a -- IF FINLAB3.1/2' 1 SCALE : 4 0 F8 LL ■ / U' \\\ 4'-10' ■ BELOW FINISH FLOOR d O y 4 ■ \ ///��� ■ Iz I y� , I , O O RECESS SLAB 3-1/2' U a N ■ ■ ---- ■ ■ IF Y I 1 ■ rn :: BELOW FINISH FLOOR v J VJ FOOTINGF-, O 1' 8%m 6,-3�" iI-6�. FTG F a FTG Yw o . o § 1 I 4'-9' 7'.9" 10'-7. R O = w - w v 6�w 0 0 O q ■ O m F /'THICK/]000 PBp CONCflETE BV9 16'-B• 10'-3" 9'-1' -•�> > /FIGEAME9N OR 0•/e• IWIO Y.WM Q '7 SLA9 REFERENCE SUB REFERENCE SLAOREFERENCE U MPAC VOPCORGARRIERON CLEW U EMICALLYTPEATEDFILL ■ ; F-3 CURB HEIGMVARIE9 ■ FTG AROUND E IM E 0 GAMOE FOUNDATION PLAN m SCALE : 3/16" = 11-oll ■ ■ ■ • ■ ■ SHEET ,6'-e• r-B' FOUNDATION PAGE MODEL 35'•0" 2plp^ WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO, 06 OF 11 SHEETS REVISION REVISION O > Z CI w w 56'.B a Y W IL = U 32'-0" 26'-0^ 5'-8" 3-2" 8 -2% 4•-6%" 4'•6" la'Sl. Nd 2994.5 } C 2 FIELD ADDED #5 RESAR @TOP ar • .• iv 74 15 (MIN, (1 ) REQUIRED) _ 4, "^'`' t Oat1G�1"` •`,i, IF 1 1/2" CLEAR F = FILLED WI GROUT, U = UNFILLED i3 _ c.M.u, eor°rom"oIFLINTEL?vlTr ENGINEER ¢ 8F16- 1 B/1T PAUL WELCH INC. o, , • (FIELD MIN, (A REQUIRED) AR @ BOTTOM NOMI NOMINAL HEIGHT QUANTITY BAR @�OPS PAUL WELCH P. E. ro GROUT ° REG . # 29945 '� 1984 S.W. BILTMORE ST, 1 7 518" BOTTOM REINFORCING PORT ST (772)LUCIE FL 34884 —PCL #9 — ACTUAL TYPE DESIGNATION PHONE : (772) 785.9888 I PROVIDED IN LINTEL 4 NOMINAL (VARIES) I A ( WIDTH m i m 72 I L) I S 1 trxtz^ I BLOCKCOLUMN PCL # ui ui Z qi- U Q M O . Q 0L � 15'4" 73'•8' 3'•0' 1uj W U PRECAST LINTEL #4 _ _ _y _ • QLU ^� U) O � /'� ^z^ LL CL O • • VJ LL . • O Lo w F 8F28 81724• 8F20 8F16 M QQ z'-zit B'.2^ 3'4• ry CROSS SECTIONS O O 3'•e^ NOTE : " CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION III Ell © ~ OPENING SCHEDULE A (CONTRACTOR TO VERIFY) BETWEEN OPENINGS — II 1 OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF SEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT } BEAM LOAD LOAD LOAD LOAD IU Q 16070 OHG DOOR 182" X 84" 84" B'-1 " 1T-4" 8F17-18I1T 950 404 t I$ I� Q (2) SH•25 38" X 74" 81" 101-1" 71-6" BF8.OB/7T 1011 . . 727 1 O2 I I FIXED GLASS I I O TRANSOM (2) 38" X 20" 709" 10'-1 " T-6" 8F12-t8/1T 1729 1021 . O (2) 3068 11 OUT SWING DOOR 78" X83" 83" 10'-1" T-Bit 8RF6-OBI1T 755 2, 506 O3 II 1a M 3A FITRANSOMS 7811X20" 109" 10'-1" 714" 8F12-18/1T 1729 1021 SH-35 54-1/8" X64" 81" 8'-1 ' 614" 8FI6-1B/IT 3480 .. 'I?:: 1880 II O SH-35 54.1/8" X64" alit B'-l" 6'4" BF16-IB/lT 3480 1880 Q 8068 Bin O SLIDING DOORGLASSDOOR 38" X 38" al it 8'd " 4'0" BF16-t8%T 6813 43 1133 © O W 7 III 3079 ire Q SH-25 38" X36" alit 8'-1" 4'4" 8F16.7B/1T 6113 ry 3079 ', tll ' QB V `L__ _ Og SH-H32 27-1/2" X 26-1/4" 81 " 814" Taal' BF16-1B/1T 6113 3547 J co SH-25 38" X36" 81" 81-l " 4'-0" 8FISAB/1T 6113 3079 10 . ■ ijg 3A W_ / /� t, O i — — — no"Mit — — — — — — — — 11 SH-25 38" X 36" 81" 8'-1 " 4'-0" 8F76.1 BI1T 6113 3079 :�'I, a 77 V J M e L I I O NON.BPB WALL _ _ _ _ _ _ I I 72 OUT SWING DOOR 53" X83" 83" 8'-tit 5'-0" BF16-1BIIT 5365 2290 (MAIN EG E33 DOOR) O I F slay — — — — — — 13 U alrs• BTBr II siFr SW25 38" X36" 81 " 8'-1" 4'-0" W16-1B/1T 6113 - 3079 13 _ O N n tt t4 SH-25 38" X36" 81 " 8'-1" 4'-0" 8F16.1B/iT 8113 3D79 tq � ^ O 15 SH-35 54.1/8" X64" 81 " 8'-1" 6'-6" BFt6-1B/1T 3480 1880 a 75 J 8' 6" Tx" a T^. I b s'a• TaX e SH-H32 27-1/2" X28-1/4" alit 8'-1 " 3'-6" BF16.1B/1T 6t13 3547 is ' ^ LL 4 a I I 5 12" x 12" v , q i I �I I ' BLOCK COLUMN OPENING AT COVERED ENTRY 117" 10'-tit 2'-10" 8Ft6-18/iT 6113 r: tv 0 1 D- D.I i TOPOFBE 4460 1� iiiiiiiiisil - - 10`-1" O v , ry ° _ ri 2 OPENING AT COVERED ENTRY 117" 9'-4" 8F16-18/1T 1843 1133 ^ PREDASTL7NTELit2— OPOFBB CV LL I] OPENING AT COVERED ENTRY 117° TOPOFBE 5'-0" 8F16AB/1T 5365 �• - 2290 .._ . I] 2'-OW a'-TG' ® OPENING AT COVERED PORCH alit 81Fo 14'-8" 8FI&IB/1T 1370 519 r, t' TOP of ae� a -B T.B" taa" B' 1 " q ❑5 OPENING AT COVERED PORCH alit TOPOFBEMI 4'•6" 8F18.1 B/1T 6113 2724 - " ij ❑5 O ry R 81 3'4• s'-B" 3'-10" NUM B'-3' '- _ _ _ _ _ _ _ _ _ _ _ _ . . . . . . _ _ _ _ _ _ _ _ _ _ . . . . . . . _ _ _ _ _ _ _ © OPENING AT COVERED PORCH Bin TOPOFBEAM 4'•6" BF16-1BItT 61t3 .;r 2724 BEARINB REFERENCE BEARINB REFERENCE BEAflINO REFERENCE OPENING AT COVERED PORCH B7" TOP OF is 6'-6" BF16.1B/1T 3480 1880 © OPENING AT COVERED PORCH 81" FO TOPOFBBAM 9'4" 8FI6.18/1T 1843 1133 �- Q I]9 OPENING AT COVERED PORCH 81" TO B'-t" .P of eEAln 6'-6" 8F16-18/1T 3480 . ., t880 - . , , _ g '. BLOCK & LITEL PLAN o SCALE : 3/ 16 " = 1 '-0 " SHEET r•o" tsw" z'-D" LOCK & LINTEL PAGE 35'-0• 20'•0• MODEL WINDSOR CUSTOM DRAWN MARK MONTALTO JR DATE 06/17/2021 SCALE AS NOTED SHEET NO, 07 OF 11 SHEETS S133HS d0 80 'ON 133HS 0310N SV 3�tlOS 4Z0Z/L6/90 alva ar 011V1NOW >MVIN Nmvi WOO* SO!eoj1e@p 9ULJAj1�0IA woisno aosON1M dru' dnid MIA U1 P00Mau1d 98\0VAH"' 1313ow 66 :96 :Z6 96 add- [ZoZ £ Gt?800089ZLL :auoyd Lt76V£ 1d `aoaa! d }aod Dodd OVAH 996Z£ IJ `uoea8 oaan u 133HS ' NOUVAa3SNOO )IOZOZ 09d HAM 3ONV0a000V NI 38111 O3IIVISNI Sa31V3H a31VM (9 9906Zf1Sb 90'0' 6Z � P OOMau! d 98 LZoZ lesienun ®apng jqp A U-! M0OWWBH Uapp! 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X 1 /8" WASHER Q z (TYPICAL) > N kd4.,rr L� l D_ SOFFIT PER DETAIL o CORNER BAR ENGINEER 0 EXTERIOR CEILING TO BE 8" BEAM BLOCK PAUL WELCH INC. p 2" X 611 (PT) OR 2" X 811 (PT) BUCK (TYPICAL) STUCCO OVER WIRELATH W/ ( 1 ) # 5 BAR IN 3000 PSI PAUL WELCH P.E. W/ 11GA. 2" NAILS W/ 3/8" DIA. • • ` CONCRETE FILLED CELL. REG . # 29945 1984 S.W. BILTMORE ST,. HEAD @ 6" O .C . OVER ` 8" PRECAST LINTELS PORT ST LUCIE, FL 34984 name 0 3/8" METAL RIB LATH @ 6" t . '; W/ ( 1 ) # 5 BAR FOR PHONE : (772) 786.9888 O . C . w/ ( 2 LAYERS OF 15 # OPENINGS & FILLED N GARAGE FINISH FLOOR FELT OVER EACH 0006 it 6 b F W/ 3000 PSI CONCRETE FRAMING MEMBER) 12" X 12" BLOCK COLUMN io STUCCO FINISH #a W/ (2) # 5 BARS IN (3000 PSI ) CONC . FILLED CELLS . GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE - - # 5 HORIZ REINF. TYPb . me( 16'-0' X 8'4' & 9'4' X 8'4' GARAGE DOORS) 16" X 16" STUCCO FINISH ti 1 . JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5- 1 /2" STUCCO BASE (2) # 5 DOWEL w/ 30" ui d' ui ray EMBED . TITEN HD w/ MIN . 2" DIA. X 1 /8" WASHER. (TYPICAL) CORNER BAR MIN . LAP SPLICE Q 41, V 2 . HEAD : 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" BLOCK TRANSITION VERTICAL DOWELS —� _I TAPCONS AT 12" o .C . NO SCALE FROM FOOTER r) r- 3 . TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" otla # 5 BAR VERT. IN (3000 PSI ) CONC , W O W TAPCONS W/ 5/8" WASHERS . (STAGGER GRAIN ) Q Lij FILLED CELL. n V a el ' n n (LOCATIONS PER FOUNDATION PLAN ) i A err - FOOTING PER PLAN Lu LU Il TI [ 111T� Tl � Tf = W z - O NO SCALE II " �T Tl lAIL 1 Q� a iT. j IT . TI_ _[I T f I �]_llsil�l it 17 ITII 0 Lo ry W I I , , , ,_ TI , TL �r . BATT INSULATION TRUSS BOTTOM CHORD 12 " X 12 " ENTRY PORCH AND COVERED PORCH #2 COLUMN DETAIL n 000 O u- NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION 1 /2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1 -1 /2" X 3-5/8" t _ METAL RUNNER v / 2" X 4" WOOD FRAMING @ 24" O.C. OR lA /2" X 3-5/8" METAL STUDS ui 1 /2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) CIO t '� > �i 2" X 4" BOTTOM PLAT OR 1 -1 /2" X 3-5/8" METAL n J RUNNER w/ TAPCONS OR CUT NAILS @ O M Z 2'-0" O.C. ( 10d NAILS FOR WOOD FLOOR) V EXISTING FLOOR ^^ oo 1� J 0) W U)) M TYPICAL INTERIOR NON -BEARING WALL DETAIL V fy 0 NO SCALE O R O LL �"All9 N ¢ - \\\EAVE \ \\\2 \ \\ foy \ \ (TYPICAL GENERIC ROOF PLAN " PLAN VIEW" ) A = 5 FEET O 2 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS 2 \ ZONE 10 NAILS AT 4" O.C. PERIMETER AND 6" O. C. FIELD w \\ \ \ 2 RIDGES\ \ \ nW ZONE Q2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD O \ NOTE SHEEDETAILS PAGE2 FJ ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO MODEL ROOF FRAMING WITH 8d RING-SHANK NAILS WINDSOR CUSTOM \\ 2 \\\ 3 == \ 3 2 \ \\ 3 ? ) (PER FRC803.2,3, 1 ) SPACED PER A E 4 DRAWN S SHOWN ABOVE, MARK MONTALTO JR EAVE I i -- 44 DATE M=k 06/17/2021 SCALE AS NOTED T NO. ROOF SHEATHING NAILING ZONE SHEET all OF SHEETS REVISION REVISION O Y Z Cl STUCCO CEMENT FINISH W w w CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK a ) (TYPICAL) STUCCO CEMENT FINISH (SEE WATER PROOFING NOTE It 1 0 FILLED CELL AT JAMB BLOCK (TYPICAL) .+ 4av C ltIt wg r+rein CORROSION RESISTANT FLASHING ° ' ° CMU WATER RESISTANT COATING PER SIGN WATERPROOFING NOTE # 4 ° .0 (SEE WATER PROOFING NOTE # 1 ) � *~� �yc � kg e = 0 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. '� c Ha 2491 n .° '0 8' nl S7M5k ti r • 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS l(e, pa1b Y APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE # 6 rrr " � "" Yr BETWEEN BUCK & WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE # 5) PER WATERPROOFING NOTE # 4 wooD TRIM ENGINEER ANCHOR 1 " X4" PIT, (MIN.) BUCK WITH SEALANT — PAUL WELCH INC. PER WATERPROOFING NOTE # 4, AND ANCHORED _ TO MASONRY WITH 1 -10 CASE HARDENED COIL 2" X P. T. WOOD BUCK WITH SEALANT PER PAUL WELCH P.E. NAILS AT 12" O.C. MAX. WATERPROOFING NOTE # 4 AND ANCHORED REG. # 29945 NOTE : TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1 -1 /4" 1984 S.W. BILTMORE SIT 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. L PL34984 SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK & WINDOW FRAME PHONE : (772)72) 785-9888 THE FRAME OVERHANG THE BUCK PRODUCT APPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE # 5) SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL EXTERIOR DOOR BUCK DETAIL NO SCALE NO SCALE I.uLLJ 4t NOTE : NOTE : NOTE : Z d' U TAPCONS TO BE INSTALLED THRU BUCK INTO TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2" X 6 " P. T. RIPPED CO CC MASONRY w/ MIN. 1414 " EMBEDMENT PER DOWN TO 2 X 4-118" P. T. w! 3/16" TAPCONS MASONRY w/ MIN. 1-1/4 " EMBEDMENT PER J � PRODUCTAPPROVAL PER FBC 1715. 5.4. 3 PRODUCTAPPROVAL PER FBC 1715. 5. 4. 3. 1- 1/4 " MIN. EMB, 4112" O. C. w/ # 10 SCREWS, PER LL r— BUCKS MUST COVER ENTIRE DEPTH OF JAMBS* BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCTAPPROVAL, LIJ O W O LU � W W 0 C ) M (L0 NOTE : Q co 0 w O o WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE ry WITH FBC R703 . 4 ( 132 ) AS PER DETAILS PROVIDED , 1 /8 4-1 /2" 3" 3/4" NOTE : - CONTINUOUS WATER SEALANT PER EIR WATERPROOFING NOTE # 6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER N PRECAST CONCRETE WIND RESISTANT FLUSH r 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) MARBLE SILL CORROSION RESISTANT FLASHING: PER WATERPROOFING uj nl •d _ ° • 1 -3/gu (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) M . CMU WATER RESISTANT COATING Lei.. MORTAR OR GROUT : ` , . . .F : '.• (SEE WATER PROOFING NOTE # 1 ) Q O • PRECAST CONCRETE WINDOW SILL DETAIL - - BET SILL IN FULL MORTAR BED W NO SCALE 1 /2" DRYWALL 1 .r ' d ___ STUCCO OR DECORATIVE CEMENTITIOUS COATING m O W 8" C.M.U. 1..1.. U 3/4" FURRING TO MASONRY WALL am0) W to � U � o ° E o� STUCCO CEMENT FINISH WATERPROOFING NOTES FILLED CELLAT JAMB BLOCK (TYPICAL) ' ^ v , U) CMU WATER RESISTANT COATING 1 . PRIOR TO BUCK INSTALLATION TREATTHE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO N a (SEE WATER PROOFING NOTE # 1 ) o 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 .0 1 " X 3" P.T. W000 FURRING ALL (3) SIDES CONTINUOUS OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, ry HEAD) AND RETURN WALLS OF THE OPENING Bit MINIMUM EACH DIRECTION, ALL CMU WATER RESISTANT COATINGSId to I O SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS, FBC R703.4 AAAMA-714 WOOD TRIM 2, INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 118" BETWEEN BUCK AND MASONRY. 3, PRIOR TO BUCK INSTALLATION APPLY 318" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK 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 I SEALANT, CORROSION RESISTANT FLASHING 4, PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SHEET PER WATERPROOFING NOTE # 2 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) WINDSOR CUSTOM STRICT ACCORDANCE WITH MANUFACTURE'S DRAWN PRODUCT APPROVAL INSTALLATION REQUIREMENTS, 5. PROVIDE CONTINUOUS 318" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT MARK MONTALTO JR AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. DATE 06/17/2021 SLIDING GLASS DOOR BUCK DETAIL 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) SCALE AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. AS NOTED NO SCALE SHEET NO. 11 OF 11 SHEETS