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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL #II651.12 21. 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 11 2) 30 lb felt underlagment installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and with 1, 5" ring shank nods aced In oe_at`ell laps_and two �staggered Lrows 12' o.c. in field. Attach .H. H. tucco on typical concrete - �¢, J�' E77Os5/8" thick light textured EE block construction O' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral I r * I coral finished stucco bands finished stucco bands RIGHT E L- Ey A T I O I�l SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 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 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps end two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ELEVATION MOTES: Gulf Coast Supplg and MPG 9v Crimp Metal roofingFL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all Iapta and two staggered row& 12' o.c. in field. Attach ack to trusses umna a tachment detail an this sheet a/ W i.nu.i, c.u6 c.vi ai SLUGGo on T_gpicai concrCLC finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4;12 unless otherwise noted - Any 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. SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woad screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two its�gered rows 12" o.c. in field. Attach deck to trusses using attachment deta on this sheet /8" thick x 8"w cut )ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nmis. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPS 77; �:� .; 12" � � �� � �� � � � � : 12,E goo" I SST . H. "- 1 1— 12" 2" ®®® ° ® 5/8" thick x 8"w cut ❑.: 5/8" thick x 8'°w cut 3 coral finished stucco bands 3 coral finished stucco bands I� ®® ., 5/8' thick x 8"w cut coral finished stucco bands 01 ® 5/8" thick fight textured nIt stucco on typical concrete block construction = Finished Floor -------------_ — — — — — — — — — — — — — — — — Brae Finis ad loon -0'-4" A.F.F. 5/8" thick light textured Finish Columns with ------®--®-®------------------- 5/8" thick cut coral stucco on typical concrete block construction r 1 e-rS�- finished stucco bands LEFT ELEVATION B" FRONT ELEVATION REVIEWED FOR SCALE: III- r-o• OMPLIANCE SCALE: ST. LUCIE COUNTY' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1I 1/2' drywall ceding on truss bottom cord 1/2" drywall on x 4" studs at 14" o.c. base —board 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermeA OR OW #10/10 WWFI on L ail Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts PERMITTING INFORMATION (FORM 100) I Florida Building Code Residential: Lth Edition and ASCE i-10 for Wind Loading Building Design ia: Enclosed Risk Category II Wind Velocitg: IL5 mph ultimate Mean Roof Height:Il'-i2m Rod Pitch: 4:12 t t Internal Pressure Coeff—icient: toja I Subiectabilitg to damage from: Weathering: Negligible Termites: Vary Heavu Width of Rod End Zone: V-4' Wind Speed: IL6 mph ultimate Wind Exposure Classification: C 1 1.21 x O.L O.'12L Adjustment factor for Exposure Height: AS demon Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL; OAD +O.LIDL Components I Cladding Wind Pressure (NET) R Zone: I. +20.L/32.L pal RZ Zone: 2. +20.L/- 1. pot Rod Zone: 3. +20.L/-84.0 psf Components I Cladding Wall End Zone Width:'— '' none: Components I Cladding Wind Pressure (NET) ill 4. +35.8/-38.1 pot p - Root Zone I Wall Zone: 5. +35.8/-4i.8 pat Wells Zone 4 Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? y = Rod Zone 2 Continuous Load Path Provided? YYe�ss Walls Zone 5 Are Components an Cladding Dew Provided? Yes END ZONE Minimum Sal Bearing Pressure-2 Ia, Presumptive: X 50 Test: psi SEE RODUCT AP RO AL P IM A T P 0 ECTION Is R O E INGS MM - Corner Zones Rod Zara 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD,-*- pal PLO R DEAD LOAD: IO pot a JOB ADDRESS: Gulf Coast Supply and MFG 5v Crimp Metal rooting FL #11651.12 2L ga. 5v crimp metal rooting 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 underlayment installed with min. 4 side laps and L' and laps 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 Simpson HETA 20 or equal ihu th (1 0) IOd x Ior s 1/2' each truas 12 ( 24 o.c.) ortmg Max. 4 PRE-ENGINEERED TRUSSES " wp� �'`�� at 24°o.c. TYPICAL 18101bs upiPt (sh drawings b manufacturer) Aluminum Drip Edge t Fascia / 2" x L" Sub -Fascia Kaycan full o vent vmpl sofft i using® 1/8' ilia shank x 1.5' long roaring nails with 3/8' die. head produce approval -see chart 0 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap cell at each filled FLOOR PLAN. TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verify ALL notes and dimensions prior to proceeding with Work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. S. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams il to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 1. 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 handicap accessibility requirements. 12. Lowest finished floor to be set by 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 FB 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per I'll. 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C` 40, C1002, C1041,0I-7i, C1118, C12-18, C1395, or C13% and shall be installed according to the following: (FBC Ri02.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nat stung options for installation of drywall Into Mawmum All wood training members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" lags 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4' long annular -ringed or 5d cooler nail /2 11 OR Walls IL" g° IL" 0.080" dia. xx 1 5/8" long with Direction Direction 15/64" head OR Ggpsum board nod 0.084' ilia. x 15/8" with 9/32 head. Ceiling Perpendicular 24" 1" 12" lags 1 5/8" long with 19/L4" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail OR Walls Either IL" 8° IG° 0.092" dia. xx 1 1/8" long with Direction 1/4, head OR Ggpsum board nail 0.0915" dia. x 11/8' with 19/44" head. CRASH POST DETAIL N.T.S. 34" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) 6" 2%" 2 /s" 0 0 2�2' E) 2hr V O 0 2'q" 2 h° 6" C R302.9.1 FBC R302.9.2 In x L" P.T. Buck block with case han prior to door attacl Install SGD thru buck into block with 3/1V tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/IL" tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20" o.c. max thereafter at sill per product gpprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325. OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile 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 accompanying STMsmoke E 8-4.developed index not to exceed 450 when tested in accordance with A Insulation shall comply with F.B.C. R316. Grade o P 9 XXXXXXXXXXY R-30 blown fiberglass in bottom chord or trusses I/2" drgwall with smooth finish Two rows or beam block filled with concrete end (l) #5 bar cant. in each row. Substitute ed precast lintel filled with concrete and (l) 95 Car cant. for bottom row over openings #1 1/2" dr wall over I" x Purringg strt s a� IL" o.c. with R4.1 ri-roll insuPation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Co Mortar to be Type "M" onlg proportioned per FBC RLOI.I and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...> Fill cell with concrete and (U #5 bar Vert. (typical). Max. appacing shall not exceed Wood 46" unleaa 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 - IIII III - ���=IIII, 144w x 18 Concrete rooting --( - with (2) #5 bars cont. and #5 14° transverse bars at 48" c.c. TYfi iCAL SECTION Scale : 1/2" = 1'-0" Maaonrg Beam to / nails Head fixed door sliding door AREA CALCULATIONS Living A/C = 1446 sq' ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. If t. Total Cubic Ft = 11,548 2' Writ 2 12" I MATH R L+V-1 2„ I " 2" we -I 2" 2" LAUNDRY 2" 3" 2" 2' AAv 2' VTR 3" aT-1 3" 8-1 2 KTICHEN 2" 2" i AV-1 3" 2" 1% er_� BATH #2 FLUMBING RISER I" x L' P.T. Buck nailed to block with case hardened nails prior to door attachment . N Masonry Well '° L� illl19 y..':...'.! Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D 00r Detail I penetration at (onmax. fromom each corner and 20.' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5Ya"x 5'-3ie" 54ie'x 63i4' Single Hung ZONE 4 2. V-24"x 5'-3 ia" 15" x 63 it" Single Hung ZONE 4 3. '-2' x 3'-2 I/2' 2`1l 38 i"" Single Hung ZONE 4 4. 4'-Il 4'-2 %"" 1 54 %s"x 54Ya" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X L'-8' 41'/4'x 83%" Fiberglass Panel - Insuring ZONE 4 C L'-O" X L'-8' 14" x 81 '�,° or 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'-O" X V-8" Solid Core - Wood - L-Panel - Dr -Fold G 2'-8' x V-8' x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel J 2'-6" X 6'-8" Solid Core - Wood - L-Panel - Br -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 #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction To b"ptic O �r J? -V OPTIONAL n PATIO/SLAB EGRESS N I ° MASTER Ur BEDROOM Imo it A.F.F. �N Flat Ceiling A#/1 C Meter O 11 Rod !'Shelf Lr 4r, Vanity to e i I in4Y.2„h,g rr \J /`•s L O E I gC ot W p. I _ 12' x 12" Concrete column / block Pilled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch 8'-O" tol9'-8" A.F.F. Vaulteb Ceding GR AT ROOM I rl I �r I N x L" knee -wall 8'�O" to 9'-8" A.F.F- mu counter top I Vaulted Ceiling DINING 7e��`Xo I ROOM I Vanity to be 34 Y,"high -0 3/1', R-II setts In"ast1511 detail fbls IZSteel Ballard bd4'2�2`xS4eaiA Provide auto I AtAww closer so- L_____ I _ I 22" _y 15P Amp MIMI DEC �n GARAGE EEG I Y O -4" A.F.F. ° O MT [ T - 0 N IV Flat Ceding Install windows 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 ambs and 20' o.c. max. Exterior face at head and Ell per product approval of wall / \ Buck to be In x 4' PT r----------------- i I Block wall in f -J 1�garage to be struck block I I I I 14'-6" I I A I I I Flat 'Ceiling II'-6" SECOND BEDROOM 0 EGRESS O_ C V E R D 12" x 12" concrete e PORCH with concrete and (2) into lintels 6' 2" % V v`ilk ° _ CO E COMP 9'-O" 3'-5" 15'-101, 5'-41, 3'-4" ,12 I in I block filled •s Vert. tfal O O 5'-4" 9'-6" to FILE COPY Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 1 1/4' penetration at 12" o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck of wall ones 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 bingo and 15" o.c. max and Detail a t W i n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK D et all a t D OOr prior to door attachment INSTALLATION NTS NTS In Braden t Braden AIA, PA Winne Building Corp. Date Drawn : Revisions : Sheet Architects - Planners 3- 411 S.E. Coconut Avenue The Grand Carlton G LEFT ARAGE Drawwnn : bbgy: 2- Tel : (112) 281-8258 C.C.U. Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Checked bg: St_wetr+ Pl 'A4ggL aeer�nnnn%) D.R.B. OF 5 Comm 12-2� B r .7 I lq�N_UII I Uri�N_/IIII IXV I >_%I" 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 415% 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. -I• 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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE = I 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -I(., t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MiN. G185 RATING. 1. 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 #5 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) (a. 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 soil 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 wart. w/ 30' overlap Pill cell with concrete and t h P II d (1) #5 bar vert. (typical). Thicken edge to 8'1 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 pipin penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termiclde in annular space between sleeve and pipe. a sae Max spacing shall not exceed with concrete and 4" concrete stab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated Pill spacing at openings 4" concrete slab with fibermesh OR GRADE 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill °p — '' _ Grads 0D 7j-• 1 I_ Ill i _�t� IIII i 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. f I ) TYPICAL FOOTING DETAIL _ SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill #5 bar Cont. zkStep per . � r ..: a foundation plan d 12" x 12' concrete column block Pilled with concrete and (2) s1 bars vert. tied into Imtels above Top of rooter 16" below finished floor #5 bars cont. bottom steel MINK41 w 19 #5 bar cont. in curb, Curb height Verify based on foundation ulan- E Contractor to provide proper foundation chairs for proper steel installation 30" min. SCALE 1/2" = 1'-0" F "I #5 bar vert. w/ 30" overlap at each filled cell Corner Steel Lap nts Fill cell with concrete and (l) #5 bar vert. (typical). Filled Cell Masonry Column With One Max spacing shall not exceed 48" unless otherwise noted 45 From Footing g To Tie Beam Wood see foundation plan notes for Conc. Fill To Be 3000 PSI Base s acin at enin s p g °p g See Floor Plan For Location 4' concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over patted termite treated fill t}' •§ clean comp acted O Single Filled Cell Column _ NTS 14w x 18d Concrete footing - ""9 -I with (2) #5 bars cont. and #5 transverse bars at 48" o.c. B DETAIL 2" x V PT wood secured with 1/2"dia. x 6" 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 NITS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT 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 NITS Braden t Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail:1 B bradenaiascomcast.net 1 14'-0" 1 ' :.I 47Ni 1 20'-0" 1 :�T-�%i•if- . — e e z p TF I Fl Q Filled cell under I girder above 24" I Di I �_ I Rear Patio/Slab p r J to be poured separate u1 �I from the house slab. n I o I , ° N I I Thicken footing to 24% x 14"d x 24"L I I I FI under Pilled cell a under girder bearing. I 1 ° O O C L _ _ _ — — — m I Rear Patio/Slab to U c be Plush with bottom of U I sliding es& Slope Ira =u) °I ° I I I III I I I I FI I H.B. I I I � 4" concrete slab with fiber ash OR I ° 0 4"xb" 1110/10 WWM on 6 mil V squeen over clean compacted termite treated fill ° I � I I I nu_ o0 o A/C ° r—------- w.H I I I #1 I 4'e Sisal Ballard `i filled w/ Concrete ® I F\-IUis I FS >_ I I l=310 l I ° I o >`� I I PQ I a�y I I � is I I I E�v I I I `r� I I I �� e a FI I a � = I L— — I qoj I:N lo° o °I I -;I 3A i_ o a O \ °I ry I Uo _—_—_ _— — ® q T T T T T TMr IF V- I ° I I I I I ° U � py C °i x i° o O V110 CODE CO ST. LUCK �— L—--------J F r— 1 1.5" Recess for ° ° — — — — — — — — — ° ° " arage Uoor L_ 3'-5" 9'-0" 12' x 12" concrete column block fills with concrete and (2) #1 bars vert. i mto hntals above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 12 c NO rim y- N a FOOTING SCHEDULE Mark am tan FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY P 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS aflwlith 'W x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-0' Date Drawn Revisions : Sheet Comm # G3-25-20 GARAGE Drawn b12 - 2 t LEFT y: C.C.U. 3. Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ad ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plgwood -4. Use nails or screws basid on presspre for roof stated in permit info box on these pans ror zone 3 Ke Area Ede Field Fastener six. Pressure Zone ( 6 8d ring shank 45 psf Zone 2 8d ring shank 16 psf Zone 3 488 4118d ring shank 84 0sf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or s4rewe based on reure for r¢of stated in permit info box on these pus$ ns for zone 3 Concrete / Lintel Column to Verify with Plan 12"x 12" lumn Block Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie Pilled cell steel into continuous beam block steel. k-, Provide 35 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast-Crete SUS-OS/OT pretestlint- - Min. set Bearing mter -4 - wide PT Buck .ached per iamb ads into fllkd ci 4" Pre -cast Sill Filled Call Provide 85 bars with min. 48 bar fiameters overlap in Pilled cell. Tie Pilled call steel into continuous Pooter steel. i. Concrete Footing `: y;; :'.:.:,':; '_,; a. .;,.'.`.'.'L'• '�^' tees (Doter schedule exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = I'-o" 17l N SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockinp to wart leg or truss with IOd x 1.5 nails at 4' o c. Install Simpson MGT into mall using 5/8" dia. threaded rod not man. 120 into met beam and (22) IOd nails into truss R-II batts Rebar Rebar 48 Bar Dia. MIn.Overlap TRUSS BLOCKING DETAIL Lin t I Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco Installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager ofASTM D Tgpe 2 felt paper using Od nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roorint FL #11651.12 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. 4u side laps and V 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 row& 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lin ad "All u n #5 bars Lintel Bar Clear A B Length Length Span Bars Bars CLEAR 2'-10" 2'-$" I'-6" 21:3 none %L ---- A IL--- ----y 3'-6" 3'-4" 2'-2" 2,#3 none SPe-OS/IT OPs-18/IT 8F8-10/2T 4'3'-10" 2'-1 2,43 none 4'-6" 4'-4" 3'-2" 2,93 none 5'-4" 5'-2" 41-0" 2,#3 none 5'-10" 2,#4 none 1 6'-4" 5'-4" 2 U4 none �'-6" 7'-O" 6'-2" 2,45 none eF16-Ib/IT W-4" 7'-10" T-O" 2,#5 none NOTES: I. min. coverage of ateel=l.5" 2. min. bearing required a ea. end=e" ALL reinforcing steel is grade 60. 3. standard for rernf. steel=ASTM At.15 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Lmtal ize Cast -Greta 8 1fcatwn Rome at Block�d • Aboove bottom steel 8� Top Steal Max. os� (PLF) Max. Lw (PLF) Maw Load (101 L22 2'-7 31-6" DPe-OB/IT — 1 85 3061 5911 1024 L31 ;-g 4'-,V ere-OD/IT — 1 i6 2561 1363 163 145 '-S" II �e-OD/IT — I #5 Ilo5 404 331 L60 6'-0' V-V spe-OD/IT — 1 06 1238 e36 121 L60 V-se T-6' alce-OBAT — I i6 Io5 121 934 Leo W-Of V-4' �e-Ib/2T I 1 $5 962 611 612 1.10 Y-Om IV-64 GPO-0/2T 1 85 2 85 643 630 401 L10B 1'-O" IC'-6" eFK-15/2T ONE 1 $5 2 85 533 Iles 401 LIDO 101 m-4' OPe-6/2T 1 #3 2 $5 582 414 452 1.I006 101 m-4' i PI&-IB/2T ONE 1 85 2 1 i6 11 1028 452 L120 17-W W-4' WO-I8/2T 1 i5 2 i5 4r1 428 324 L1205 121-0' rb'-4' Ott-ID/2T ONE 1 a5 2 s6 lo16 -r10 324 U40 14'-O' S)'-4' 9FI6-1113I ONE 1 i6 2 i6 12W 604 251 LI&O W-Ora 11 $110e-11111 1 lK 2 $5 300 M2 1`14 LIII I6'-o' 11 e1016-18/27 ONE 1 85 2 85 no 900 114 - 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 18EGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE I.-OAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" 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. I8101ba. upldt Aluminum Drip �- Edge t Fascia 12" 2" x V Sub-Fascl Kalcon full o vent vin ffit in I sostalled wirq 1/8 dia shank x 13" long gals. roofing nails with 3/8" ilia. head per product approval -see chart sheet 81 12' x 12' concrete column block filled urth concrete and (2) #1 bars vart. tied-` into lintels above thicken edge to 8'x8" with concrete and one #5 bar continuous BEYOND To of rooter 16 below finished floor _s into Aluminum Drip Edge t Fascia Flash and Counter Plash Nail ledger to gable and truss with (2) iOd ils at each web nI 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each Pilled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. 12 4 ellln Poured Coi concrete h Poured Concret concrete hiock Concrete , rianuPacture Trusses at 24' o.c. we shop drawingsr} by others 11 R-30 Batts batts Frame ceiling transitioIi as needed using metal studs field verify exact configuration and sizes \Drywall ceding see typical section transition insulation Detail nts chore Per Spec, lax. Aluminum Panel Siva per manufacturer — See Tuhreal Stud Detail 1/8" x 3/32' Wing Nut w/ approprmte washer ands acing per manufacturer's Details `a .ors• V � A91' m I Stud Detail Stud u/ Die Cast 2rnc NTe Nickel Plated Wing Nut r„• Mush Mounted Shutter Detail rite Brace Gable and with 2" x 4` SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) Brace Gable and with 2" x 4" SYF Oft back nailed t or top chords usir nails at each true "\R-30 blown fiberglass in bottom chord or trusses I/2' drywall with smooth finish Two rows of beam block Pilled with concrete end (1) #5 bar Cont. in each row. Substitute recast lintel Pilled with concrete and (1) #5 r cunt. for bottom row over openings 1/2" drywall over Is x furring strips at 14' o.c. with R4.1 ri-foil insulation on typical Be Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. W Mortar to be Type "Me only proportioned Der FBC R601.1 and Mortar joints ahall comp y with FBC R401.2.1. Provide Dur-O-Rock at all wet areas tax. showers, tuba etc...) C I a Strap truss to wall using Simpson MGT with 5/8 111 threaded rod with min 12" embedment into beam either wet set or in epoxy with 122) IOd nails into truss. Add blocking to Simpson HE I A 1V hurricane anchor at each truss �-- (24" o.c.) supporting Max. .ao WA A VAN AF J �f n JV WIA .ii nor �n 1° � I I n � PAN Fe IBM 11 IQ Fill call with concrete and O O (1) #5 bar vert. (typical). '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 Step per foundation plan - 4" concrete slab with fibarmeah OR LOW #10/10 WWM on 6 mil Vnsqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER © Slope per Foundation plan °) clean compacted termite `treated PIII - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E ass�� 1= 14' �1 _-- "' III- 3 Tublcal SeCtlon at Front Forc Scale : 1/2" = I'-O" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL S499L #AACOOOOS2 FLAN w � X � as v IQ � .J0 4� ,_ a 0 to ui � u s3 O 03 OD IQ uV, N S 3LIANCE FILE COPY 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 W�u nne Budding Corp. Date Drawn : Revisions : Sheet GARAGE Drawn Drawn log: The Grand Carlton LEFT C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 Comm 12-2, 1-2-19 PANEL "A" Pales BR Load Wne Description CrC# etas Doxnptun Wire es 1 20 1.2 ks 012 Rerngaratar I Ref #L 1 20 1.2 ks #12 Clothn Wadwr 3 1 20 1.6 ks 812 Kitchen S.A.C. 5 C Dr 810 JkU50 1 20 I.5 ka sm Kitchen S.A.C. 9 s 1 20 #12 Bathraas Reaepta 9 10 Ar Can $10 — I 20 1.2 ka 012 Duheaher II 12 1 20 IZ ke #12 Microswe 13 14 Air 14wda 810 5.0 km 30 2 1 16 — #14 Gaerrd LlgWng 16 IL I 16 #14 Ganerd Lighting 11 18 WH $10 5.0 km 25 2 — I Is — 814 Gaesrd Lighting 19 20 1 15 *14 Gennd LighLng 21 22 GDO 812 0.81 Kill 20 1 — 1 16 — #14 Gowd Lighting 23 24 Spero span 26 21, Span Spare 21 28 Spars so" 211 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lightma (3, walla ail:.Itr)......................... .Small. Appli9nca. Circuit( .................. ........... Rana4......................................................... Affr{aerator.................................................. Microwave ........ ........................ I.................... Drah .Washer ................................................... Clothes .Washer ............................................... Clothes,Drger.......................... I ..... I ...... I ... I.... Water Heater Garage.Door.Opener....................................... 1135 3 5,205 2 1.500 3000 I 12 000 12 000 1 1 00 I 00 1 1.500 ISOO 1 1200 1200 I 1,200 1,200 1 5,000 6,000 1 4.500 4.500 I 810 810 Total Watts 35A15 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25A15 940% 1 O 1o.246 Electric Heat or A/C 10.000 065% I 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage Total Ampa 126.02 Panel Size Required = 150 Am s Electrical SL,mbol Legend $ I Seigle Pole Satoh ® 1 Recessed Can Light Dome Pole Satch ® Egaball Recessed Pa Push Button Satoh .SS Exhaust Fan '8 D Outlet Ceiling Merited Light Special Remptacle Wall Mounted Light ground t circuit Light with PdI Chan (attic) ® Floor Dupes outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light Thermostat ® Electrical Panel ® Central Yea 8 Electrical Meter Smoke Detector Cahng fan ® Television Jack ® Telephone Jack Ac oisc A/C Disconnect ® I x 4 Florescent Lght ® 2 x 4 Floresmnt Lighit ® Spedur Hook -Up = JUNCTION BOX TO SUPPORT A PAN O - THERMOSTAT LOCATION B/A = BALANCED AIR Soffit FIELD FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C due. A/C dice. #2/0 AL SER Cable (3) #I THHN Copper With #I Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB Into attic MC13 PANEL AHU PANEL 200a rated meter can %1 200a rated meter can n 2" PVC schedule rv°W'Yv 2" nai FPL banding pant 2" PVC schedule rv'W'W 2" rial bonding pant Meter OPTIONAL PATIO/SLAB 163 CFM IOxIOx6 MASTER BEDROOM 143 CFM IO)dOxb ° S/A CLOSE 11 I 0" I ° ° r 22" x 54" Ate Access 150 Amp Panel GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I Ii1lMIMA41M."IQ I I GR AT RO M Centi FM on ce K i 12° L------f — r 1R7A1 20k2015 st 4 1 Registere g\fan IOxIO>> ZM DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install Quiet ° under disc. N H B not shown or 0 clarity �thru d ATH o�fit A iC 232 CPM 12x&x1 \ SECOND BEDROOM 1 I \ 123d2xe �y B/A COVERED PORCH ground rods ---------- I I ground rods f j� ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER M E C� I A I `� I C A L - Contractor shall use AL-CU Landing lugs. NTS -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 SCALE: 114ri — 1r — Oit shall be verified prior to construction shall be verified prior to construction - Venfg AIC/KIC Rating prior to ordering equipment I - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The 2. Provide and wire all requirad smoke t Carbon of period gears ordering. contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancg, or one suit the job conditions. 3. Contractor to varifg location of electrical gear from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of ang or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. A. Recessed cons to be installed per NFPA requirements. 16. it is not the intent of these plans to show everg minor detail 22• All racewage and pipes placed in or through ang concrete 1. Temper resistant AFCI receptacles are required in of construction. The contractor shall Furnish and Install slab shall be spaced a minimum of three diameters of the ALL roomc all items for a complete electrical sgstem and provide all largest conduit or pipe from any other service. S. 9. A/C Return Air Balance Must comp) w/ FBC RMIL02 ArC Rsfrrg�vg lines that are run 'Ehru slabs must be the requirements necessarg for the equipment to be placed in proper working order. 23. All exposed wire below 9'-I" shall be installed 1n metal EMT P a saved in 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall complg with energg calculation shall coca I with all local codes and ordinances, and shall P g 24. Dr er Vents to be Installed per ^I II. All work shall be performed b a licensed electrical P g meet all stWndard requirements of the local electric utlhtg FEFC RMI502 12. contractor, the completed sgstem shall be fullyoperative. Contractor for and telephone company. shall pail all fees, permits, testing. and blower 13. Ins including testing where required. All work shall be coordinated trades to 18. The electrical sgstem shall be completelg and effectively with other avoid grounded a# required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public habilitg and propertg damage for the labels where applicable. LAYOUT Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiascomcast.net Meter O I w MASTER BEDROOM CLO OPTIONAL PATIO/SLAB i overed Porc�'-\ wP GFCI l t 1 \ 1 I Smoke / Carbon G R AT Monoxide Detector R O M Combo ® s I � I I I I I I �I I ® II I II I II I II I I DINING GFCI I_ FC --� ROOM I ` ' GFCf GFCI �\ I II KITCHEN —I1P L— — — — — -- /24" 1 3'-2" 3'-2" Hines F / C.M. Detector TI onlyy per FBC ®.,� R314.3 D GF 42" GFCI — W.H. j i A —th as JJ ` L 150 AN i Oanat� Panel \ peptinal loeatron Pull chain \ light in attic 42" GFCI GARAGE II Garage Door Opener r----------------- I I 1 I I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN I L F A entet ut-NI 11\SECO90 B9DROON Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Whne Building Corp. The Grand Carlton Spamish Lakes St. Lucie County Florida i\ PB (f y WP GFCI I —I `COBO rRCH PC I SCALE: 1/4" = 1'-0" Post Light With � o -1 Photo call I f Date Drawn Revisions 3-25-20 GARAGE LEFT Drawn by: C.C.U. Checked bg: D.R.B. Exhaust Duct Thru Soffit a Wire For Front Post Light FILE COPY Shoat Comm # 12-2b � 1 � OF 5 Braden ♦Braden,/ 1 P1 AL � � � #AAC000032 RECEIVE; Nov 0520 PeT'iting Depa 417 Coconut Ave. Stuart, FL 34996 4o (772) 287-8258 St. ��ce courn ye x EED FOR St. Lucre County Building Dept. CODE COMPLIANCE ST LUCIE COUNT( Wynne Development Date: Address: a.e Permit -QjiTA 1 To whom it mag concern, This detail applies to the insulation in the ends of the vaulted ceilings. If you have any questions please feel free to call me at 112-281-8258 R-19 bat Since ly Braden t� Braden AIA PA nt FILE COPY Trusses at 24" o.c. see shop drawings bg others 11'rame ceding transll as needed using met field verif" exact configuration and sizess CeIIIn transltlo D —30 Batts —19 batts call ceiling see typical section