Loading...
HomeMy WebLinkAboutBuilding PlansGulf Coast Suppig and MFG 5v Crimp Metal roofing FL 411651.12 2L ga. 5v crimp metal roofing attached to pigwood deck using #9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sAaced V o.c. at all lapps and two staggered rows 12' o.c. in field. Attach b/tV thICK Cut coral coral Tinisllea De stucco ans finished stucco bands RIGHT ELEVATION SCALE: 1/4' - I'—O' 121, I 12 4 1 SLOPE Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' wood *crews with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet e II - ELEVATION NOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o•c, max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 aide laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered row& 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet /8" thick x 8"w cut )ral finished stucco bands .' V 4111Y1t VWF VVI MI bLuccu on t.9piGQi Lurmo=6W finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - II Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Ang changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 5/8" thick x 8"w cut ■ . 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: I/4' - 1'-0' 2" 2 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate�fl I/2" drywall ceiling on truss bottom cord base —board I/211 drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net nts Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and I" fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32' COX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE 20000 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4' - II Wunne Building Corp. The Grand Carlton 5 anish Lakes S . Lucie County Florida thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bwlding Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: Rod Pitch: 4•I2 Internal PressureCoefficient- ti7_I8 Subjectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Rod End Zone: 3'-4' Wind Speed: IL6 mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.�2L Adjustment factor for Exposure Haight: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LLi DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.L/-3321 pat Rod Zone: 2. +201/-51.0 pot Rod Zone: 3. +201/-84.0 pal Components t Cladding Wall End Zone Width: I'— Components t Cladding Wind Pressure (NET) �„�a Zone: 4. +95.8/-38.1 psf Wall Zone: 5. + 5.8/-41.8 Pat Components t Cladding Wind Pressure (NET) an Garage Door. +32.0/-40.3 Pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? YYam�ss Are Components an Cladding Dam Provided? Yes Minimum Sal Bearing Pressu•e.2S00 be, Presumptive: X Bg Test: pal ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf - Roof Zone I Walls Zone 4 - Rod Zone 2 Wah Zone 5 END ZONE - Corner Zones Rod Zone 3 11Lc loUJJy JOB ADDRESS: Date Drawn Revisions : v Sheet C�oinm GARAGE 3-24-20 i LE: P I 2ry LEFT Drawn by: n l 2' � L fo C.C.U. 6r�Q� � I Checked by: REVIEWED F D.R-B- COMPLIANCE OF ra ,;T. L CIE COUNTY p Romj� FLOOR FLA • CRASH POST DETAIL " TYPICAL NOTES: SCALE 1/4" = 1'-0 N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into ksi 3. ALL Lumber to be used as Beam, Rafters, etc... to have 51, (3/8"t 50 steel plate) a minimum 1,400 P.S.I. fiber stress. 4 L" 4. No dissimilar metals to touch. 2%" 21%" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" �2• ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to o ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall be leveled to bottom ,3,a„ 2y2" 4' at ceilings shall and attached chord 21, 1. of trusses with screws per FBC R102.3.5. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 21„ 2ja" handicap accessibility requirements. • /2" 12. Lowest finished floor to be set bg Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic 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 1• x L" P.T. Buck block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C104�,CII1i, C1178, C12i8, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation IF Member Max spacing fasteners Nail wnng options for drywall Spacing installation of into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24' 'I" 12" 13ga 1 3/8' long with 19/L4" head 0.098" diameter x 1 1/4' Iong 11 /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either IL" g" IL" Direction 15/64" head R Ggpaum board Wad O.OSL" ilia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/L4" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with Walla Either IL° 8" IL° Direction 1/4' head OR Ggpsum board nail 0.0915" dia. x I 1/8" with 19/L4" head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/1V tap -con with 1 1/2' penetration at L" O.G. max. From each corner and 20" o.c. max thereafter at sill per product afire 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-f8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 Ill felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail On this sheet Simpson HETA 20 or equal hugplwq anc ar at Qqch trues 12 PRE-ENGINEERED TRUSSES with (10) 10 x I I/2 nails ( 24' c.c.) supporting Max 4 at 24°o.c. TYPICAL 18101bs uplift ` (h d b f t ) Aluminum F% — �J Edge E Feaela 2" x L" Sub -Fascia Kaycan full o vent vi l soffit I wispy 1/8" dia shank x LS' long roofing nails with 3/8' die. head product approval -see chart at 5/8" thick light textured stucco on typical concrete block construction #5 bar vert, w/ 30" overlap at each filled cal_ s op rawings y menu ac urer R-30 blown fiberglass in bottom chord or trusses 1/2' drywall with smooth finish Two rows or beam block filled with concrete and (U #5 bar cont. in each row. Substitute ed precast lintel filled with concrete and (l) #5 bar cant. for bottom row over openings a1 1/2" drywall over I" x furring stnPa at IL" o.c. with R4.1 t"i-roil inswation on typical 8" Block walla All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. io Mortar to be Type "M" orl proportioned per FBC RLOI.I and Mortar Jonts shall comply with FBC R607.2.1. Provide Dur-O-Rock at all wet areas tax. showers, tuba etc...3 Fill cell with concrete and (I) #5 bar vert. (typical). Max spacing shall not exceed Wood 46" unless otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill Grade _ 1111 d�- i III —III - 14"w x 18 Concrete footing with (2) #5 bars III cont.and #5 transverse bars at 48" o.c_ 14 TYfi iCAL SECTiON Scale : 1/2" = 1'-0" Masonry Beam to / Walla Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 sq. ft, Front Porch = 141 sq. ft. Rear Porch = 200 sq" ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR ., J.. 120 .- 2 MMAASTER L v-1 uv-i 211 I " 2" we -I 2" 2" LAUNDRY 3" 2" 2" 7 AAV +2' VTR 3" eT-1 3" 8-1 2 KTICHEN 2" 2" LAv-I 3" 2" " 3" JWC_I BATH #2 PLUMBING RISER To septic i" x V P.T. Buck nailed to I Q block with case hardened nails prior to door attachment I w Masonry Well -- '•.;:.;' L� al 1 1/2" e.„ Bottom Track Typical Flooring Sill— Install SGD thru buck into block with 3/I6" tap -con with Sliding D oor D e t a i l I penetration at L" ." max. fromom each Corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Olpen. Window Description PRESSURE ZONE L 4'-Ska"x V-3% 5'4i®'x 11I Single Hung ZONE 4 2" V-2Ya"x V-3ia" 15" x 1.34, Single Hung ZONE 4 3. '-2' x 3'-2 I/2" 21k2"x W/o" Single Hung ZONE 4 4. 4'-5ks"x 4'-2ia" Ws"x 54)1" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X '1'-O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X L'-8" 41'/4"x 83%" Fiberglas Panel - Inwiing ZONE 4 C L'-O" X L'-8' '14" x 81 ''/z" d �`°' Sliding Glass, Door ZONE 4 D 2'-O" X L'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %' E 2'-L" X L'-8" Solid Core - Wood - L-Panel F 5'-On X L'-e' Solid Core - Wood - I. -Panel - Bi-Fold G 2'-8' x V-8' x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'—as Solid Core - Wood - I. -Panel J 2'-L" X II Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET ill All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction O I v- 31 14'-O" 9'-L" 12" 8'-L" 12" OPTIONAL (2) PATiO/SLAB EGRESS N MASTER Uc u BEDROOM is V-O" A.F.F. _ LLNIV Flat Ceiling A/C Meter ra Rod t'Shelf ° ly m Vanity to e I I N 4 Y.„hig I rr �CLO E I I p[ 12" x 12" Concrete column / block filled with concrete and (2) #Z bare vert. tied into lintels above Covered Porch 8'-O" to 9'-8" A.F.F. Val Ceding GR IAT ROOM I I I I I ry x L" knee -wall 8' O" to 9'-8" A.F.F. no counter top I Vaulted Ceiling DINING Yy��F4 I ROOM I Vanity to be 34 Y2"high (414),1 .. ,9Y,4 I II'-O 3/1 =1u R-II sates Inasael W.H. w` 4 4 Steel Ballard _ Sas dated il�ehp4L oA 22' x 64' Provide auto I A thAc 3 p I closer W-, L---- 22" -y Am P nel p o in GARAGE O '-4" A.F.F. IRV Flat Ceding cli r-----------------i I Block wall in �1 ( geraga to be struck block I I I I I j 14'-61, j I ' A ' I I 9'-0" 15'-10" Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at V o.c. max from each corner and 20." o.c. max thereafter at jambs and 20' ox .c. ma Exterior face at head and all per product approval of wall Buck to be I' x 4' PT r I ••• 3'-0"4" •� 8'-I" i I E BATH $ Rod k Shelf A.F.F. VrJ Flat Ceding SECOND w BEDROOM 0- -EGRESS i O 01.6 COVERED 12" x 12" concrete olumn block filled PORCH with con rate and (2) 1 bars vert. tie Q p into lintels bove ;n 5' -41, 4'-2" NE- 3`-4 9'-L" Attach buck to block wall with 1/4" dia. Elea cone screws with min. 11/4" penetration at 12' o.c. max and 4' max from each corner thru Exterior face 2' x L" PT Buck of wall — aries I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK DetaII at Door prior to door attachment INSTALLATION NTS NTS Braden Ill Braden AiAe PA Winne Building Corp. Date Drawn Revisions : Sheet Architects - Planners GARAGE 3-25-20 41-1 S.E. Coconut Avenue BE The Grand Carlton LEFT Drawn by: 2 Tel : (112) 281-8258 C.C.U.REVIEWED FOR Fax : (112) 281-8283 -mail: bradenaiat9comcast.net Spanish Lakes Checked by: CODE COMPLIANCE Stuart FL 34996 #AAC000032 St. Lucie County Florida D.R.B.LICIE COUNTY OF 5 qr)nvl Comm # 12-2, r-1— — — —i -D 1 r\Ul1. I UrC/"_�L- INy I TZZ.) I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOiL AND COVER W/ 6 MIL. ViSQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL iN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'i STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 5'-11" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for Sol l test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Pill cell with concrete and h f II .4 11 (1)#5 bar vert. (tgpical). Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at eac I a c Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mill Visqueen over Baas see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR VxL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade _ ;,� III i,ll I' ��I���� ��I I'III=IIII IIIII�I❑ 111 I I � III 1 ❑III —IIII III (I - i 14"w x 18"d Concrete footing (2) #5 bars Cont. and #5 , n transverse bars at 48" o.c. fF I % TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-C 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per ...: , . foundation plan #5 bars cont. bottom steel SCALE 1/2' = 1'-0" 12' x 12' concrete column block filled With concrete and (2) #1 bars vert. tied into lintel* above Top of tooter V below finished floor #5 bar cont. in Curb hang Verify ba foundation Grade IIII W Contractor to provide proper foundation chairs for proper steel installation rY 30" min. #5 bar vart. w/ io" overlap Corner Steel Lap t each filled cell nts 'ill cell with concrete and 1) #5 bar vert. (typical). Filled Cell Masonry Column With One lax. spacing shall not exceed #5 FFooting To Tie Beam la. unless otherwise noted From g ee foundation plan notes for Conc. Fill To Be 3000 PSI pacing at openings See Floor Plan For Location IQ 4" concrete slab with fibermesh OR xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fill r -=i `7 IIII- I3 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. E RB DETAIL 2" x V PT wood secured with 1/2"dia. x L" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #1. SEE PRODUCT 3. } Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects — Planners "411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 3499L #AAC000032 I 14'-0" I -' :. r�i I 20'-0" I qr,_1 10'-0°PO/SLA_ ° ©_ — — — ° 8 z _ J t� J I ©L_ 8L-I FI I © Filled cell under girder above 24" I o I Rear Patio/Slab I r J to be poured separate u1 ®I from the house slab. r I o I Thicken footing to 24% x 14"d x 24"L I I I FI under filled cell I a under girder bearing. L �Q— — _ Q — — ic7p — _ ° --° ° I � F1 v I Rear Patio/Slab to u U c' be flush with bottom of I Z. n� N I sliding dorecess. uI Slor ope 1/2" IL i - ° I I; - I '- I I I'° I FI I °I H.B. I I 4" concrete slab with fiber ash OR I ° Ox6" 1110/10 WWM on 6 mill V squeen over clean compacted termite tr ated fill o I n j0 I I 0 a ° 1 I ° ° I a H.S I❑ 1 o A/C r— --------w.H I I #1 I 484 Steel Ballard FI r filled w/ concretes I'°I I ° I o C� I o I 41 I o QJ I Et! L_ a) I are -iI G �3i°o iL I o a O to u Ila " #23 VI LU �XU IL I �n L— ® r �I ---------J o °Garage 1.5" Recess for a ° ° ° --- °° ---- --- ° Door J© ® 3'-5" 9'-0" 3'-5" L'-2" II'-6" 6' 12" x 12" concrete column block fille with concreye and (2) #1 bars vert. tI Into lintels above Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida FOOTING,,: SCHEDULE &= tan 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS k 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14% With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions GARAGE a-25-20 Drawn by: 1 t On LEFT RLVIEWED FOR C.C.U. ODE COMPLIANCE Checked by: ST. LUCIE COUNTY Sheet Comm # 12-2b OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws basil on ress re for roof stated in permit into box on t�ese pans for zone 3 Ke Area Ede Field Fastener Max. Pressurg Zone I 6 It6 8d ring shank 45 pet Zone 2 6" 8d ring shank 16 Pat Zone 3 8d ring shank 84 pat ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s news based on rea ure for r of stated in permit info �iox on these pl ns itor zone Concrete / Lintel Column Verify with Plan ar 12"x 12" llumn Block Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel n Provide 35 bar set in pre -cast lintel into beam where length of the_ opening calls for it. Provide Cast -Crete BUS-OB/OT precast -- rF lintel set in mortar -0:- ,ate Min. Be Bearing - -� - _ _ -� -7 ovide PT Buck .ached per jamb oils into filled at 4" Pre -cast 5d1 % Filled Call Provide 85 bars with min. 48 bar riameters overlap in filled cell. Tie frtled call steel into continuous Tooter steel. I Concrete Footing (see rooter schedule .�" for exact sus) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-O" N SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blockinp to vent lag of truss with IOd x 1.6 nails at 4' o c. Install Simpson MGT into mall win 5/8' dia. threaded r� set m+. 12" into not beam and (21t IOd nails into truss R-II baits Trusses at 24' of see shop drawingat4 bg others Batts batts ig transition c using metal studs exact configuration -.-- ----- Drywall ceiling see typical section Ceiling transition Insulation Detail nts Pourad Cot concrete h Rebar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL Poured Concrel AT GIRDER STRAPPING concrete block t 0Lintel Attachment AT CENTER BEARING POINT Me ufacture NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed aura lath nailed to substrate through one lager of ASTM D Type 2 Pelt paper using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c, in field and edges with III ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' of max soacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V of at all lapps and two staggered rows 12' of in field. Attach deck to trusses using attachment detail on this sheet �wwt"oaten rreeeae arise' Intel Bar Clear "A" "B" #5 ban% •"5".i`' �- ''"' CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,43 none 3'-6" 3'-4" 2`2" 2,#3 none BPO-OB/IT ells IT OFO-US/2T dditional 4'-1 3'-10" 2'-8" 2,#3 none .:,_, .. m5 bars • . CLEA <-;. y 4'-6" 4'-4" 3'-2" 2,#3 none "' me Rom of "H' ' Block Above 5`-2" 4'-O" 2,#3 none Y 4'-6" 2,44 none recant Lintel )�:�.:ij t Addition " i 6'-6" 1 5'-4" 2 #4 none #5 bars ` ___all l'-6" Z'-O" 12" 2,45 none 01'li-IB/IT ®Flt-0S/2T II T-10" 7'-0" 2,#5 none NOTES: I. min- coverage of stmal=lS' 2- min. bearing al a ea. eALL reinforcing steel is grade 40- 3. standard Por reinP- still A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULEI Mark rift Simi l ust hearwn Rome or Block�'osd • Af: atom steel am Top steal Base M&L FLF) m� L (PLF) ateral Las (PLf3 L22 2'-24 V-im OPs-OB/IT 1 85 3004 510 1024 L31 J, s; 3•-r 4'-O' 8P8-015/IT I iG 26LI pia 10 L45 41 5'-10' 00-001/IT I s5 806 1 4104 331 L60 5'-0' V-So Ore-OD/IT 1 96 1:234 835 121 "Oil IV -Se 11-C OF0-013/IT 1 s6 loll 121 534 L80 0'-O• ali 91O0-16/2T 1 #5 2 86 152 611 512 110 Y-Om h9'-i' OFe-I8/2T I a6 2 s6 i43 930 401 L106 er-Om MY —to OFIL-I5/2T ONE 1 $5 2 85 533 us 401 LIOO 10'-0• W-4' OPS-I5/2T 1 *9 2 1 $9 502 414 452 LI®Od 10'-O• I W-4' 0114-18/2T ONE 1 e5 2 s6 p66 1028 452 L120 17-V W-48 6100-1115/2T I s5 2 815 411 428 324 L1205 W-Ow W-4' 913I9-I51 ONE 1 #6 2 a6 1016 110 324 LH0 MI-W E1-4" alm6-15/2T ONE I a6 2 86 1250 601 251 LILO W-0" rr-4' I 6PO-18/2T 1 *5 2 $5 300 M2 1114 LW5 W-O" rI BFIi-115/2T ONE I a6 2 ai 1 150 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24' o.c.) suppporting Max. 18101b& uplift Aluminum Onp ! " Edge li (aseia 12" 2" x 6' Sub -Easel Kagcan full o vent vmgl wall installed wing 1/8' dia shank x IS' long gaily. roofing naib with 3/8' dial head per product approval -see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vart. tied into lintels above thicken edge to all with concrete and one #5 bar continuous BEYOND Top of Tooter IL' below finished floor 12 F 4 into Aluminum Drip Edge t Fascia Flash and Counter ' flash Nail ledger to gable and truss with (2) 111 de at each web 3/4' penetraaon members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 'm lumil Panel we per manufacturer See Tubb l Stud Detail 1/8" x 3/32' Wing Nut IIIappropriate washer and s aping Der manufacturer's Details 1 Stud Detail Stud m/ Die Cast Zinc NTs Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP #2 Olt back nailed to bottom of tap chards using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"ol TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cunt. for bottom row over openings 1/2" drywall over I" x furringg strips at IIIo.c. with R4.1 f+-foil -insulation on typical 8" Block walla Brace Gable and with 2" x 4" SYI aft back nailed t of top chords I nails at each true Strap truss to wall using Simpson MGT with 5/e dia. threaded rod with min 12' embedment into beam either wet set or in epoxy with +991 IAA null into Lr"mm AAA lnlo letnei to Simpson I-IETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. FAF W�l NO A I MA WAMM NMI FA I vdwj. AMIN rAvg 1101 U1111- NMI Fe All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC RI and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) (III cell with concrete and ®O (1) #5 bar vent. ttypicaD. `Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with milfibVissh en TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L"xb" #10/10 WWM on L mil Viaqueen over - /elean compacted termite treated PIII — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE III— • III r � I II1=_=II III��— I IIII IIII I�ii 14" '!ill II Tublcal Section at Front Forc Scale : 1/2" = I'-O" Braden t Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaocomcast.net FLAN ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Winne Building Corp. Date Drawn : Revisions : Sheet 3-25-20 The Grand Carlton GARAGE LEFT Drawn by: AEVIEWEU FOF ,[[ C.C.U. OODE COMPLIANCE I - Spallish Lakes Checked bg: STe LUCIE COUNTY St. Lucie County Florida D.R.B. Onill OF 5 Comm 12-21D 1-2-19 ■ 7© �■J M0 ■ sm �a Electrical S mbol Legend $ ISingle Pole Satoh ® Recessed Can Light $+ Double Pole Satch ® Equiball Recessed p Push Button Batch -0- Exhaust Fan -e Dupiex Outlet Q Ceiling Mounted Light —0 special Receptacle Wan Mounted Light ground fault circut Light with Pull Chan (attic) ® Floor Duplex Outlet Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light T Thermostat m Electrical Panel Central Vac 8 Electrical Mew ® Smoke Detector Ceiling fan ® Telwisxon Jack © Telephone Jack AC Disc A/C Dxsoomeet ® I x 4 Florescent Light ® 2 x 4 Florescent Light ®I Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 163 CFM IOx 1OxL MASTER BEDROOM 1113 CFM IOxdOxi my 12iA- CLOSE Soffit ATH FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C due. A/C due. #2/0 AL SER Cable (3) #1 THHN per With #1 Grnd -------- 2' PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCg into attic MCB PANEL AHU PANEL AHU 200a rated meter can 200a rated meter can QP_E ER Interaystem bonding MR Intersystem bonding 2" PVC (FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2' n id service FPL GEC bar u c • rce (f2� Cf elivanaed GEC gar u c to '-Marvanaedre ground ground rods ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AiC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only Prom panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL both and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. B. A/C Return Air Balance Must comply w/ FBC RMIL02 9. A C Refrig��x r�t lines that are run thru slabs must be seeved in 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all Peas. permits, testing. and inepectians including blower teatmg where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work_ OPTIONAL PATIO/SLAB I:J_Th1111My,&I S_9= i CAR AT RO M I IS5 Center Registers �\ IL9 CFM on ceding ran IL9 CFM x_1 IOxdox I IOWOx1 12'x -- �' a QO 10^ �. 4F� 14" I r R I Pill i4o r I x s4.I,°j IAt�h& ®I 11=3 I I L----- I-c 1 150 Amp �==—r Meter Panel II'1 GARAGE r----------------- i I I I I I I I I I I I I I I I I I I DINING ROOM 232 CFM 12)Lxl \ SECOND BEDROOM I j j 12x12x8 '1 B/A COVERED PORCH MECHANICAL C 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall Include replacements or repair of any or as selected bg others. otfier phase of ,and that may have been damaged. IL. it is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements nacessary for the equipment to be placed in working order. 23. All ex posed wire below 9'-I" shall be Installed In metal EMT 11. proper All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances. and shall 24. Dr er Vents to be installed per meet all standard requirements of the local electric utility FBC RMI502 and telephone company. 18. The electrical system shall be completely and effectively 0 B grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' LLeI. .Le..e wwwLn�IJe LAYOUT ;ALE: 1/4" = 1'-01' Braden E Braden AIA. PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wF GF1 Install owleAor�2 under disc.H.B. not shown� clarity Vent thru a o�`fit F1 A i C Meter Ic° MASTER BEDROOM 114 Rim CLOSIE OPTIONAL PATIO/SLAB /'Covered Pora--, WP GFCI l l � l I � r / .,., I eye, I • - I Smoke /Carbon G R AT Monoxide Detector R OM cCombo I I I II I II I I, I DINING —�\ GFCI I —� 1_ FC I ROOM GFCI GFCI I II KITCHEN-------is� /�4„ I_ 3'-2„ Nines p C.M. Detector �I onl per FBC 14 9 42^ GFCI ® �j w.H. 1 A Nth Awes L 150 Amy ;'Option: � Panel panel location Pull chain e light in attic 42" 4FCI GARAGE II Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I 1 I 1 I I 1 I I E L E C T R I AL. FLAN / — — — — — F al OCente � 1 y \SECO90 B9DROOM A / x\ fB WP GFCI COVERricr SCALE: 1/4" �_^( 1'—O" Post Light with Attic VentingCalculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Uj nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell w u u_ Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn by: C.C.U. �rvIEVVED FOR Checked by: ..;ODE COMPLIANCE D.R.B. �-T. LUCIE COUNTY H.B. Exhaust Duct �1 hru Soffit e Wire For Front Post Light Sheet Comm # 12-2,0 E1 � OF: 5