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HomeMy WebLinkAboutBUILDING PLANto Lauir �.00sL ouppig an 24 ga. 5v crimp mete wood screws with self (type 2) 30 lb felt laps fastened with co spaced L" O.C. at all deck to trusses usina attached to plywood deck using #9 x 1,5" asher at 12" o.c. max spacing over ASTM D int Installed with min. 4' side laps and L" end sistant tin caps and with 1.25" ring shank malls two staggered rows 12' o.c. in field. Attach nt detail on this sheet. coral Tinisnea stucco Danas b/tV thick cut coral finished stucco bands LEFT ELE\/ATION SCALE. 1/4" - 1'-0" Gulf Coast Supply 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 underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with I'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 5/8" thick x 8"w cu coral finished stucco banc ELEVATION NOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11L51.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails svI6" o.c. at all laps and two staggered rows 12" O.C. in field. Attach erle +n t"lieaam iiainn at.tarhmant_ detni nn thin nheet ALub�v Vii YVI{II block construction finished stucco bands REAR ELEVATION — Overhangs at I'—O" unless otherwise noted on Roof Plan — Roof pitch at -4:12 unless otherwise noted — ,Anq 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. 12 SLOPE 14 SCALE: 1/4' = II Gulf Coast Supply and MFG Ev Crimp Metal roofing FL #11451.12 24 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 A5TM 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 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 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 L" ox, in freed and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 2' 8'-1" T.O.B. H. 5/8" thick x 8"w cut 2" Coral finished stucco bands H. 5/8" thick 3 3 O o ❑ ❑ x 8"w cut coral finished stucco bands �5/8" thick light textured ®®®® stucco on typical concrete block construction -------------------------------------------- — ——————————— — — — — —— 0'-0" = Finished Floor Jill Finish Columns with 5/8 thick fight textured IV 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATION FRONT ELEVATION SCALE: 1/4" = I'—O" SCALE: 1/4" = 1'-0' 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drgwall on 2" x 4" studs at 14" o.c. base —board l 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden it Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradenaia8comcast.net " --- 5/8" thick x 811w cut coral finished stucco bands TERII111TETREAITlI(IEI�ITRrQJiRED ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINI OCCURS BETWEEN THE BUYER AND WYNNE BUILDING COR AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE ALL MANUFACTURES LABLES SHONANG U FACTORS AND SHOO COMPLIANCE WTfH FEC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHIIIB'Hi, ARE THE RESPONSIBIUIY OF THE CONTRACTOR OF RECORD SCAMNEU By stttl jprnymf'i� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO JOAIPLY WITH ALL APPLICABLE CODES. pgt - p28'8' ST. LUC)c 41i,'T!, nI-TI n"cC PT�'?.SZD i(EVIE\VED FOR COATF 'ANC II) B DATE PLANS AN ) r. h . MUST BE XFPT ON JOB OR NO RNSPECTION WILL BE IM"E. Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Categorg: II Wind Velocitg: 145 mph ultimate Mean Roof Height: II'-p" Roof Pitch: 4D Internal Pressure Coefficient: ±o_ig Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone. 3'-4" Wind Speed: I65 mph ultimate Wmd Exposure Classification: C 1.21 x O.L = 0.12G Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+O.NL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +202.L psf Roof Zone: 2. +20..L/-6/- 1.0 Pat Roof Zone: 3. +20.6/-84.0 paf Components t Cladding Wall End Zone Width. 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3Pat Shear Walla Considered for Structure? Yes Continuous Load Path ProvideI Are Components an Cladding Details Provided?Yes Minimum Soil Bearing Pressure.2,500 pat, Presumptive: X Big Test: psi This Building Shall Have the Following. APPROVED SHUTTERS: X IMPACT GLASS: _BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pet JOB ADDRESS MODEL: Date Drawn Revisions 3-21-18 GARAGE Drawn by: RIGHT Cs.C.U. Chocked bg: 0.R.B. 1TG 0 = Roof Zone I Wells Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm 1 of 5 12—eft FLOOD? PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to Ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8t 50 ks, steel plate) 3. 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. 2J" 2' ' 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. !/2" g„ ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ra/e" ° 2h" 6. Drywall at ceilings shall be leveled and attached to bottom chord v of trusses with screws per FBC R102.3.5. 0 0 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. ,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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er 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 I" L" P.T. Buck to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x nailed block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition :,...: 18. G psum board material shall conform to ASTM C36, C-19, C475, C514, C630, C931 be °;:: C�60, C1002, C1041,C111-1, C1118, C1218, C1395, or C139L and shall installed ;•: `- : =,<. according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing Dona for g of drgwall into Spacing Maximum installation wood framing members Nails Screws 2" x min, thickness Ceding Perpendicular 24" .1. 12" 13ga 1 3/8" lloong with 19/14" head O 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail 0.080" dia. x 1 5/8" long with wells Either I6" g" 16° Direction I5/64" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" .1" 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" tong annular -ringed or 6d cooler nail 0.092" dre.xx 1 1/8" long with Walls Either IL" 8" I61, Direction 1/4" head OR Gypsum board nail 0.0915" d,a. x I '11/8" with 19/44" head. Install SGD, thru buck into block with 3/1V tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c, max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprrc 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 C1178 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 accompariginci 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 #11(51.12 2L ge. 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 underlayment installed with min. 4' side laps and 6" end 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. ,n field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lad x 1 1/2" nails ( 24' oc.) suppporting Max. IBIOIbs. upldt Aluminum Drip Edge t Fascia 2" x L" Sub -Fascia Kagcan full o vent vmgl soffit I uang 1/8 dia shank x 1.5" long roofing nab with 3/8" dia. head product approval - we chart 4 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade 4 F 12 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown f,barglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings #1 1/2" drywall over In x furring strips a{ 14" o.c. with R4.1 fi-foil insulation on Lgp,cal 8" Block walls All drywall to be installed per FBC R102.3.I °T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (tgp,cal)- Max. sppacing shall not exceed Wood 48. unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with f,bermesh OR L"xL" #10/10 WWM on 6 and V,squeen over •, / clean compacted termite treated fill TYPICAL SECTION 1111-1j1 14" x 14" Concrete footing with f2) #5 bars Cont. and #5 transverse bare at 48" o.c. Scale : 1/2" = 1'-0" Head fixed door sliding door 1 1/2" 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. ft. Total Cubic Ft = 11,548 2" VTR JIL I I I 21' VTR 1L Masterr�� Bath I .Lv 2" Lev 4- LTR 2" JVIIIIiI1II 3C3 8her. /IIIII Kit. Sink Kitchen 2"Lev. W.C. Bath #2 Sher. 3' C.O. To septic PLUMBING RiSEi I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall Bottom Track Typical Flooring � % :.r- ••: Bill Install SGD thru buck into }}�''�� block with 3/16" tap -con with S 11 d i n g LJ OOr D t (� I I 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5ie"x 5'-3%" 54is"x 034" Single Hung ZONE 4 2, C-2%"x V-3 Ve" 15" x 0 /;' Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21 %2"x 38 %a" Single Hung ZONE 4 "f. 4'-5%"x 4'-2%a" 54%'x 54v 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'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41 %4"x 83s/4" Fiberglass Panel - Inswing ZONE 4 C C-O" X to' -au x BI %," d;�m Sliding Glass Door ZONE 4 D 2'-O" X 6'-an Solid Core - Wood - L-Panel-BI-POId Finished 24" x 81'/2" E 2'-6" X C-8" Solid Core - Wood - L-Panel F 5'-O" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x C-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - L-Panel i 2'-0 X C-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to Withstand pressures stated in permit info box on Sheet 41 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 bg contractor with manufacturers specs prior to construct) 2. "° oo °°I I °0 ° ° EGRESS 12" x 12" Concrete column block filled with concrete and p (2) #1 bars vent. tied into lintels above , O Covered Porch ° N ° 1 MASTER " BEDROOM 8'-O" to 9'-I A.F.F. OL in Vaulted Ceiling 8'-OA.F.F. Flat" Ceiling G R AT R OM ° o Is- I N Rod Shelf 19'-8" 4, 6' -0. 1 e o \ry v I 34Yzyhgh N I a `"' H-B- ° 1 i L SET �e -g 8'-O" to 9'-8" A.F. 2" x 6" knee -wall t ° Vaulted below counter top O Ceiling 1 OC 1 Mrr r DINING L - - - LINBN ROOM Rod Shelf ABINET O ro ° C O I i Varnt� to be BAT '� I ° D 3-4Y2' high I H 111-0 ° KITCHEN in lc?, %throua e -1H I� 4" '-o" SATH 1i Rod t Shelf - Uverrang 8'-0" A.F.F. 1 N Flat Ceiling - 4'-r' pper cabinets to extend over Ref. Q Rsr. o�"Lu F ? 3` I _ o I Q d 8'-0" A.F.F. u OD L) c Flat Ceding " � ° � n N SECOND LL D mN BEDROOM E GIZEs JEGRESS w .H. -s Bate .uialo 4" 0 Steel Ballard .g Il" - - - wag detail on this shea . I a Attic Aceew Provide auto with light I closer w u u O O COVERED �j 12" x 12" contra a column block filled O ,th concrete and (2) #1 bars vert. tied 0 R C in Into h tela above 6' 2" N o - o 0 34'-O" Install windows thru buck into block with 3/IL" 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" o.c. max. Exterior face at head and ell per product approval of wall -1 / \ Suck to be In x 4" PT 3'-5" I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t A 11 ;9 t UJ I n d Ow S prior to window attachment SiLL BLOCK PRIOR TO BUCK 150 +mp Panlel GARAGE 8'-4" A.F.F. O Flat Ceding O N r----------------- i Block wall ,n 1 garage to be "----� I struck block i I I I I I I I I � I I � 9'-O° 15'-10" Exterior face 3'-5" " filler N 4' -O" u� 1Ou NLL A#1C I I o �r "leter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck On J NTS INSTALLATION Braden It Braden AIA, PA Wynne Building Corp. MODEL: Date Drawn ran : Revisions Architects - Planners GARAGThe 2 S.E. Coconut Avenue Grand Carlton RIGHT Drawn Tel el (112) 281-8258 C.C.LI. S anish Lakes Fax (112) 281-8283 E-mail: brad enaiaOcomcast. net Checked by Stuart. FL 3499L #AAC000032 S�. Lucie County Florida D.R.B. as thru Jamb into buck and 15" o.c. max and attachment NTS Sheet 2, OF 5 Comm # 12-21 iy "STRUCTURAL NOTES: 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 f"AN 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 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 upp to 5'—Il" wide. Provide (2) filled cells on each side of openings from 6'— 1' to 9'-11" 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 2,4" 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 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—I6 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. ;-I #5 bar vart. w/ 30" overlap - at each filled cell =E TYPICAL ECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i _I I III I I_ i 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. Step per o foundation plan DETAIL 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 14, below finished flogir_J 10" 12" ilp T GAR 30" COLUMN FOOTINi (2) #5 bars Cont. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in field 30"x3O"xlb" concrete column footling with (4) #5 bars each way IETAIL SCALE 1/211 = 1'-01, Thicken edge to Vx8" with concrete and one #5 bar continuous GRADE SCALE: 114" = 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. 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill DGE DETAIL SCALE 1/2" = 1'-O" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL L"�SECTIONS Adjust curb height based on gar, floor 4" concrete slab with fibermesh OR slope. 6"xb" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill Grade W E _ - - - �,.ry.:. `".' I I i 14 "w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" 52 GARAGE CURB DETAIL Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 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 2" x L" 3/8"olio. PT wood secured x 6" anchor bolt with at 18" o.c. Braden t Braden AIIA, PA overhead door track secured to wood jamb per manufacturer's product approval Architects Architects -Planners Garage Door Jamb Detail S.E. Coconut Avenue Tel : (112) 281-8258 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fax (112) 281-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT E-mail: bradenaia9comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart_ FL 34914 #AAC000032 RE N "I 20'-0" 14'-0" 4 1 — r- °110 __ °❑❑° ❑° ❑° i i i i I I I 1 ° ❑° oa ,( ° r--- �( � 1J© L_ J� ® I — FI--- --- Filled cell under girder above Oi i FI I I o °p O Rear Patio/Slab W to be poured separate L I 1® from the house slab. 1 I o tin r Thicken footing to I 24"w x 14"d x 24"L a I under filled cell FI 1 under girder bearing. r— — — —— — — —— — — ---� I 1 i Rear Patio/Slab to I bedding dlush oorbottom rece recess. I slope 1/2" 1 -'I i II -I i _i I I I of I I FI I II I 1 1 4" concrete slab with fibermesh OR I Cx6" 410/I WWM on 6 mil Visqueen over i clean compacted termite treated fill I 1 FI I °1 I 1 �/� f o lie /� all J I I °I 1 I UJ FI r - - l 4"4 Steel Mallard I 1 i � �I I efilled w/ Concrete g 1 1 4cm In `--� ao U U I v 1 �u_`� I I I>E I I ti r`" I 1 r FI— a — J I E� 4 1 00 00 V Wes°; ° I / E W O u;:� c --T-T-T-T-T- _ 831 O I I I I I I o° ° - W- I LU aist= �I [L u4'r x I Ln r 1—I in r ® 1L Recess for --— — — — — —— I fQ4-- Garage 3oor inn r L_ \ 3 F 6' - II'-6" V2" x 12" concrete column block filled with concrete and (2) #1 bars vart. tied into lintels above WLinne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 3'-5" 9'-0" y - 3'-51, 4'-O" AC #I u OR N= LL O v m I N FOOTING SCHEDULE Mark Sme Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) US BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" MODEL: Date Drawn Revisions : Sheet 12-4-�11 Comm # GARAGE RIGHT Drawn by: 12 - 2 1 C.C.U. Checked by: OF 5 File coqv __. �Y . ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plyywood 4. Use nails or screws bas d on pressure for rooT stated in permit info box on t�le a pans for zone 3 Ke Area Edge Field Fastener -Max. ssure Zone I 6 Sid ring shank 45 psf Zone 2 'i 6i' 8d ring shank '14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 4ii #8 wood screw 112"5 psf ** Use nails or s4rews based on pres$ure for r of stated in permit info box on these plans for zone Provide #5 bare with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. �1 Provide Cast -Crete 8U8-OB/07 precast lintel set in mortar-. Min. as Bearing Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. "...:, Provide PT Buck t" :) attached per jamb I to details into filled cell 4' Pre -cast Sill Poured Filled Call Provide #5 bare with min. 48 bar diameters overlap in Pilled cell. Tie �%fdled call steel into continuous / Pooter steel. ,: .',; a'I: `.:��'�.J,. ":.',.r'...'..i.t, .: .`:�•�".r., Con, r@L@ rooting lase Pooter schedule Por exact Biwa) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Concrete Verify with Plan , n Install Simpson MGT into wall using 12 x 12 nand Lintel Column Block --�"—into°wet'beam 1r22) IOdmmailsZinto truss ". �.11: Rebar Rebar 48 Bar Dia.k. Min. Overlap TRUSS BLOCKING DETAIL Column t0 Lintel A t t a c mnt AT GiRDER STRAPPING AT CENTER BEARING POINT BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90a bend bar with a 10" min. lap at top bar. Additional Precast Lintel #5 bars _c r,"?: '`•�' 0- r'•' l CLEAR i +>' it t I i 11 1--2-0`----y it. ---- y ePe-OBAT 8P8-I15/IT 8P8-IB/2t 5 bars' Raw or Above BPIL-IBAT BPIL-1EI NOTES: I. min, coverage of steal=1.5" 2, min. bearing required 9 ea, and 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) NTS fl 1/8" thick Ilght textured stucco installed per ASTM C 926 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D T9pe 2 felt paper using 8d nails. Substrate to be 19/32' CDX P(gwood nailed at V o.c. in field and edges with IOd ring shank nails into studs_ Gulf Coast Supply 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" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 aide laps and 6 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.L. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Lintel Length Bar Length Clear Span "A" Bars "B" 15ars 2'-10" 2'-8" 1'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2,#3 none 4'-0" V-10" 2'-8" 2.43 none 3'-2" 2,43 none 5'-4" 5'-2" 4'-0" 2,43 none 5'-10" 5'-8" 4'-6" 2,#4 none 6'-6" 6'-4" 5'-4" 2,#4 none 1'-6" 1'-0" 6'-2" 2,45 none 8'-4" 1'-10" 1'-0" 2.45 none ALL reinforcing steel is grade 60. r LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " " Bottom Steel Slu Top Steel S1Se Max. co;ry Load (PLP) Max. Uphft Load (PLP) Max. Lateral Load (PLP) L22 2'-2' 3'-L" 8P8-OBAT 1 #5 3069 150 1024 L31 X-V 3'-11. 4'-O" 8P8-OBAT I #5 256I 1363 163 L45 4'-5' W-10' 8P8-OB/IT I #6 nos 909 $39 L60 W-Or" A' -As 8P8-01SAT I #5 1236 835 121 LLO L'-8" 1'-L' 8P8-05/IT 1 #5 loll 121 534 L80 111I T-4" 8P8-IB/2T I #5 2 #6 152 591 512 L90 T-On 10'-L' 81=8-IB/2T I #5 2 #5 643 530 401 L90B T-O" ICI BPI6-0/2T ONE 1 #5 2 #5 6533 1183 401 LIDO IcI II'-4" 8P8-IB/2T I u5 2 #5 582 494 452 LIOOB 10'-O' ll'-4" BPIL-8/2T ONE I #5 2 #5 1366 1028 452 LI20 12'-0' i3'-4' 81lm8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BPIL-IS/2T ONE 1 #5 2 45 1016 110 324 L140 14'-0" I5'-4" BPIL-I8/2T ONE I #5 2 #5 1250 609 259 LILO IL'-O' IT-4' eF8-IB/2T 1 #5 2 #5 300 192 191 LI608 111 IT-4' BPI6-I13/27 T ONE 1 #5 2 1 #5 960 -5007 194 - 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.) wppporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" S Kalican full to vent vingl soffit installed e un 1/8' m6" a shank x 1long gaiv. roo�ng nails with 3/8' dia, head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars, vert. tie into lintels above thicken edge to 8"x8" with concrete and -� one 45 bar continuous, BEYOND Top or rooter IL" below finished floor I���—I�I�—I�I�—�� —IIIIIIII=IIII -111I.�„IIII,���I� iiil�=lull= 12 4 Aluminum Drip ' Edge t Fascla Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web hi -rib lath vertical wood i to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan' Slope per foundation plan Poured Co concrete b Poured Concrn concrete block i Concrete Manufacture chore Per Specs lez Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — Sea Topics! Stud Detail 1/8' x 3/32' Wing Nut w/ appropriate washer and spacing 5 per manufacturer's Details .091' O C m Ci Is Is F- I 111 I IBTa' Stud Detail N Stud w/ Die Cast Zinc Te Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 eft back nailed to bottom of top chords using (2) IOd nails at each true PRE-ENGINEEI WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 Q w to � X OUw N w `o "L a� I s '@ o � u d) dO E_ E _ N uN 5 s C Simpson Ht I A 1V Strap truss to wall usingSimpson MGT with hurricane anchor at each truss 5/8pintio beemaded hh 1 " r wewith min embedment ( 24 O.C.) supporting Max. (22) IOd nails into truss. Add blocking to 1810 lbs. uplift ETA 207:> truss leg per detail on this sheet O FLU - Brace Gable end with 2" x el" SYP #2 min. mart back nailed to bottom or top chords using (2) IOd nails at each truss GC m H m O o ao u u A v N All drgwall to be installed per FBC R102,3.1 - T and shall meet all pertaining ASTM codes. ETA 20 bo Mortar to be Type "M" only proportioned Der FBC R401.I and Mortar joints shall coonply witfi FBC R401.2.1. iiishis Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc.,.) FIII call with concrete and mpROOF FLAN /l (D #5 bar vein. (tgpiceD. ssnotherrwisne noted exceed 48' unle Base 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 fibermesh OR 6'x6' #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. IIII I�— - ALL TRUSS TO TRUSS CONNECTIONS BY III_11� TH H TRUSS MANUFACTURER �R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish 111 Two rows of beam block filled with concrete _and (D #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drggwall over Is x furringg strips of 14" o.c, with I PI -foil -insulation on typical 8" Block walls pplu WEAM ENIAN W-0 WA A Hill Nis 1 FA Pis 11!�1001 mu WAR Ed E Is 11 Nil — 311`� IIIII�1111111Eli IEEE ,1111=IIII=IIII=III =IIII III 14° - FI - ARCHITECT TO REVIEW TO CONSTRUCTION FOR TRUSS SHOP DRAWINGS PRiOR LAYOUT AND UPLIFT VERIFICATION T(gpIcal Section at Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale , " _ '- " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AI,A, PA Wynne Building Corp. MODEL: Date Drawn Revisions : Sheet Architects - Planners 411 S.E. Coconut Avenue T Grand Carlton 12-4-11 Drawn by: GARAGERIGHT Tel : (112) 281-8258 Fax : (112) 28'1-8283 E—mail: ale�comcast. net Spanish Lakes St. Lucie County Florida Checked by: D.R.B. OF 5 Stuart_ FL 349gL 4994 #AAC000032 Comm # 12-21 Cow, Included On This PANEL "A" Poles BR Load Wire Description arc# circc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C camp 1 2 A14U #lo 3.5 kw 30 2 3 4 2 30 4.5 kw #IO 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 I 8 I 20 1.8 kw #12 Pump 9 TO Dr er #10 5.0 kw 30 2 II 12 1 20 I.5 kw 812 13 14 Dishwasher 012 L2 kw 20 1 1 20 1.5 ku #12 Microwave is 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 L2 kw 812 Clothes washer 21 22 Recepts #12 - 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 2L Recepts #12 20 1 1 20 L92 kw #12 21 1 26 Recepts #12 20 1 1 20 #12 General Lighting 24 30 Recepts #12 - 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 - I 120 #12 General Lighting 35 3L Bathroom GPI 31:12 - 20 1 I 20 412 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 1 39 1 40 General Lighting #12 20 1 s are 1 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3. watts. sq Pt.) Small. Appliance, ,Crrcult(s)... . . . . . . . . . . . . . . . .. ....... . .. . . . .. .................. ......... .............. Refrigerator.................................................. Microwave ......................................... I ........... Dish Washer ................................................................. Clotfies.,UJasher .............................. Clothes,,Dryer........1. Water Heater W,ater..Pump................................................... Garage.Door Opener ........................ 113lir 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1.200 1 1500 1500 1 1,200 1,200 1 1 200 1 200 1 5,000 5,000 _ 1 4 500 4,500 I I.800 1.800 I al( 810 Total Watts 3-1.415 First 10000 Watts e100% I 10,000 10.000 Remainder 21.415 e40% I O 10,944 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,91.L Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical Symbol Legend $ Single Pole Switch ® Recessed Can Light Sin Double Pole Switch ® Eyeball Recessed PB Push Button Switch SS Exhaust Fan =18 Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounter! Light P Waterproofgroundfault circmt terrupter M Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector Flood Light Thermostat ® Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling Pan © Television Jack Telephone Jack C INS c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light Sk Speaker Hook -Up El Intercom H.B. Vent thru _ Sofflt PATIO/SLAB 1 1 CAR AT R OM I I I IL9 CFM Center Registers IOwdOxl on coiling Pen 1 IL9 x10x7 r...... _ _. 1 DINING ROOM 232 CFM 12x6xl I I I I IL" I I I I I L 1L" SECOND BEDROOM 1 12x12x8 1 1/ B/A 12" 10 CFM l0xlOx4 MASTER BEDROOM IL3 CFM IOxIOx6 ry r1 12B/A rLCOSETI 8 CF O M , -- /-� - - -H 1/� I B A T Soffit o 0 1 K 153 CFM e 12xl2xl I� O CFM '1 I H A/C j 3� 22" x 54" Attic Access 1 = L -meth fight 441 -� _J1 l-"J ISO Amp :0III Panel Meter COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN X O= THERMOSTAT LOCATION �IEC�"/4NIC,4L L/4YOUT B/A = BALANCED AIR Electric Notes: SCALE. 1/4" = 1'-0" I. 2. Use copper wire on]g, no aluminum. Provide and were all required smoke detectors. 11. It is not the intent of these plans to show ever minor detail B. Contractor to verify location of electrical of construction. The contractorshall furnish and install service and provider. all items for a complete electrical system and provide all 4. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected° 18. All work shall be done in accordance with the N.E.C. and I' Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric unlit g Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Refri Brant lines that thru be 19. The electrical s stem shall be coin letel and effective) y p y g are run slabs must sleeved in AVC grounded as required bg the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energg calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required ordering, The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25, Dryer Vents to be installed per FBC RM1502 GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I I A/C disc. 150 #2/0 Aluminum feed MC 1 %a• Conduit - . PANEL 2" PVC ( FP 2" rigid service PPL I Bare #L cop er wre to #5 cant. preCar 1n slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaiascomcast. net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit - Wire For Front Post Light 1(:overed Porch10 1 1 1 1 IIGFCI CAR AT M Smoke / CarbonMonoxide Detector Combo MASTER BEDROOM LQSET DINING GFCIROOM I KITCHENMonoxide DetectorComboC N nes $3'-2" 3'-2" 24"M�� M - I b" NO i 7all - iv N Exhaust Duct Thru Soffit -- - - - -- T�A "h GFCI 1 enter r? x 54" Access h lightBEDR00➢� p lyo A B �\ I � \ GFCI \ \ �:QVERED P O R-C t; I -I Options 11 mp panel location I / Panel Pull chain Z light in attic 42"h GFCI GARAGE Garage Door Opener r----------------- i I I I I 1 I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN 6'-3" wPo G Post Light with I Photo cell WQnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 0 Install oulet under disc. t shown for clarity A/C eter SCALE: 1/4" = 1'-0" Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn ; Revisions G1a-4-Il GARAGE RIGHT drawn by: C.C.U. Checked by: D.R.B. Sheet I Comm F_ -1 12-10" OF 5