No preview available
HomeMy WebLinkAboutBuilding Plan12 4 1 SLOPE r3eiliira�l Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 5" ring spaced L" o.c. at all laps and two staggered rows 12" o.c. fie deck to trusses using attachment detail on this sheet ,M D 2" 2„ O O c thick light textured stucco on typical concrete block construction or - - - - --- - - - - - - - - - - - 4 - - - -- - - - - - - - - - - - - - - - - - - ;;& 5/8" thick x 8"W cut coral finished stucco bands LEFT ELEVAT10N I2" 5/8" thick x 8"W cut H. coral finished stucco bands 3 / SCALE: 1/4' = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood7 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 b" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet L�� 3 �5/8" thick light textured stucco on tgpical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Finish Columns with 5/8" thick cut coral finished stucco bands =L=VATIOkl k10 5/8" thick x 8"w cut coral finished stucco bands TES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 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 tkpacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails in spaced 6" o.c. at all laps and two staggered rows 12" OA;z field. Attach deck to trusses using attachment detail on this sheet 0 C 5/8" thick light textured stucco on tgpical concrete block construction REAR ELEVATiON Overhangs at 1'-O" unless otherwise noted on Roof Flan Roof pitch at -{:12 unless otherwise noted Arc 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 4 RIGHT ELEVA710N SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 1Pmdows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method ' ation Date Design Pressure of Approved Tests 1.2.3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors L ia. x gpcans W me. ggne2rptlon at mqX tom each corner end L o.c. t area ter Lhrou h PT Buck Into solid filled CMU wall maintaining min 2.5" edge distance In strict adherence to the product approval. ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max width I6'-o" max height DAB mta x uc to canerete ec m , • ce m,t n 45 bar Ve t. atop 3/e' x R' H114 HLC sleeve anthem at Al' ax- h 1.15' Me. was era wink mia 1' edes dntanes. Install track to buck N (1) 5156•edpI 5/r ci threadiao awrous in eachtoackst maepprwel ranee vie• nut washer an raller shMes 10-9-21 50.0/-60.0 psf B PL# ILL14.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter In head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mt Windows and doors 'f G iq. x cone a{ mi^. Renetration at � max. tom each corner end o.c. a EaCle row t ereafter throug PT Buck into solid filled CMU wall maintaimng in 2.5" edge distance m strict adherence to the product a royal. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Design Pressure B of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4" x 2 3/4" tapeons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 P$F _ Roof FLU 11L51.12 5V Crimp Metal RooFing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using R9 x I.5" wood screws with self sealing washer at 12" o.c. max a acing over ASTM D (t a 2) 3o lb felt underla ment installed with min. 4p side laps and 6" end eP s p laps Fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to true". using attachment detail on roof plan - 108.5 P$F Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit y Kaycan Install using 2" x 2" battens at 6" c.c. screwed to soffit framing using Its x 3" wood screws at each truss. Install soffit to battens using O. 2" dia. x 1,5" lcma rina shank n 8" dia. head. +55.0/-35.0 PSF Hurricane 24 Gauge Global P; otectlon Panels Fin 15014.2 Storm Panels Products LLC I have reviewed the above and appro led it Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. + 45 along the bottom and 13" o.c. at the top O PSF by my seal below. ( Architect or Engineer of Record 12 SLOPE 4 Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LS" wood screws with self sealing washer at 12" o.cmax 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 1.26" 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 2" I 8'-1" T.O.B. H a. ®® . 5/8" thick x cut coral finished stuccoo bands " = Finished Floor Finish Columns with 5/8" thick light textured WOO, qv 5/8" thick cut coral stucco on tgpical concrete finished stucco bands block construction FRONT ELEVATiON 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drgwall on 2" x 4" studs at W' o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non-Bearine Fdrtition Braden lit Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail. bradeneia5comcast.net Stuart. FL 3499L #AAC000032 nts UJynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 8'-1" T.O.B we L 0'-0" = Finished Floor 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE: 1/4" = 1'-0" --- 5/8" thick x 8"w cut coral finished stucco bands -O'-V A.F.F. 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg; II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'- " Roof Pitch: 4:12 Internal Pressure Coefr if c ent: ±0.18 SubJectabilitg to damage from: Weathering: Negligible Termites. -Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 par Roof Zone: S. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 par Components ( Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? `(es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Test: psl This Building Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _3'1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J5 psf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: V)\��.Q �2 MODEL: Date Drawn Revisions GARAGE Drawn bg: RIGHT C.C.U. Checked bg: C..IR.B. ITCH F-1 = Roof Zone I Walla Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet OF 5 Comm # 12-27 rFL•OOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verif ALL notes and dimensions rior to high by 4° diameter y p ssteteel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansionab boltsinto 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. 2'/S. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. A 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 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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. y; 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 w.H. = 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 I" x 6" P.T. Buck nails block with case hardens materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmer with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C1041,C117-1, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Spacing Maximum installation of Into wood framin members Nails Screws 2" x min. thickness Ceding Perpendicular 24" 11. 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" dia. x 1 5/8" long with Walls Either 16" 8" 16 " Direction 15/6 4" head OR Gypsum board nail 0.086" din. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 121, i3ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either 16" all 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I I/8" with 19/64" head. Install SGD thru buck Into block with 3/16" 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 3/16" 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 appre 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 C11�18 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 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 rooring FL #11661.12 26 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 6" end laps fastened with corrosion resistant tin caps and with 1.26" 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 Simpson HETA. 20 or equal hurricane anchor at each truss 12 With (10) lod x 1 1/2" ( 24" o.c.) supporting nails Max. 4 �- PRE-ENGINEERED TRUSSES 24"o.c. TYPICAL 1810lbs. upift at (shop drawings by manufacturer) Aluminum Drip \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2' drywall with smooth finish 2" x 6" Sub-Fas;la�7 Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kagcan full o vent viagl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" din shank x 15" long galv. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 fr-fod nsulation on typical 8" Block walls 5/8" thick light textured = All drywall to be Installed per FBC R102.3,1 stucco on typical concrete T and shall meet all pertainin ASTM codes. block construction Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (1) #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xG" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade `+ ...'_....,..:.. -'��I IIII = _ III IIII=IIII= "'I =IIII=IIII=III=III=III -IIII i 11. 14" x 14" Concrete footing �/ 7 f� 14" with (2) #5 bars cont. and #5 TI I C A L. S E C T ION transverse bars at 48" o.c. Scale : 1/2" = I'-O" �2" O 2'/,° 2 0 0 to Masonry Beam / nails C Head fixed door sliding door 1/2" Bottom Track T Sill Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = 1,41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2' VTR JIL I I I I 21' VTR Masterrx� JIL Bath i i 2•hrl 2• Lr I Lev. ,• 2' VTR w.c. JIL 3' i 2. Sher. 3" ' I Kit. sink I I Kitchen 2 i I Lay. 3" W.C. Bath #2 Sher, 3• c.o- TC septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall ypical Flooring _ Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6 o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 5'08"x 63%4" Single Hung ZONE 4 2, 6'-2%s"x 5'-3 %s" Is" x 63 114" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4`2%a" 54%a"x 54N' 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 by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0,, X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %i"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" l4" x 81 %;' ; ;;bot;a" Sliding Glass Door L ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-11anel 1 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO 60X ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Ir Install windows thru buck Into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT __-_-block P.T. Buck nailed to t-., blocck with case hardened Wads JJ & t a l l a t w I n d OW S prior to window attachment Braden I Braden ,AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (172) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 #AAC000032 NTS wynne Bulldlnca Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 12" Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall Varies 71:J INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION - NTS MODEL: Onto Drawn : Revisions Sheet Comm # GARAGE 5-9-11 RIGHT Orawn by: I l 2-27 C.C.LI.. Checked bg: D.R_B. OF 5 �'i:NF? Et,✓��LKI 34,-G I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9, 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 10 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. II 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. 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 TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. l• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. 8• GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IT FOLAD,470N FL.4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fib OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE, 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 I US bar Vert, at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'—O" 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 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 40, meeting ASTM A-14 and A-3S specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 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 pipin 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. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL ECTIONS with concrete and 4" concrete slab with fibermesh OR at each filled cell one its bar continuous 6""" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE Vxt" #10/10 WWM on 10 mil Visqueen over .,;:; clean compacted termite treated fill - — — Grade 1 III _ —III i li l ,—IIII— all III —IIII III IIII— ' 14"w x 14"d concrete monolithic PORCH SLAB EDGE DETAIL 8 „ footing with (2) tt5 bars cont. SCALE 1/2" 14" TYPICAL FOOTING DETAIL #5 bar vert. w/ 30" overlap SCALE 1/2" = I'-O° at each filled cell SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" 410/10 WWM on 10 mil Visqueen over based on gar_ floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. VxC #10/10 WWM on 10 mrl Visqueen over #5 bar Cont. #5 bar in curb clean compacted termite treated fill Step per 0'-0" s F.F. foundation plan Grade - IIII 101. (2) 45 bars cost. bottom steel _-11111 14"w x 14"d concrete monolithic IIII I i—i footing with (2) 45 bars Cont. 12" 14" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/21, = 1'-0" GARAGE CURB DETAIL 12" x 12' concrete column SCALE 1/2" block filled with concrete and (2) 41 bars vert. ied into hotels above Verify house slab height in field Top of tooter IL" below flrnshed floor i -IIII=IIII �.::::.:. • : , ,_ 3p x30"xld" concrete ,;-:, :...;. eolimn footing with (4) „ 2 x 6 PT wood secured with _ bars each wag g 3/8"dia. x 6" anchor bolt at 18' o.c. overhead door track sequred to wood jamb per manufacturers product approval 30" Garage Door Jamb Detail Oj COLUMN FOOTING DETAIL GARAGE DOOR To WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT SCALE 1/2" = I'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location O 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 Avenud Tel : (112) 281-8258 Fax : (112) 281-8283 i1B E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AACO00032 a 20'-0" L — — 4 ° r---------�0 � L 1 �� _ �� 4 I FI p Filled cell under - 1 girder above O I FI 4 I — Rear Patio/Slab -7 — I W o be poured separate L, I CL From the house slab. I O ic, to Thicken footing to 24"w x A"d x 24"L a I under filled cell FI I CpI I I I I I I I 1 31 1 Ela MA- Q Q ° under girder bearing. r- — — — —— — — —— — — — J Rear Patro/Slab to 1 0 ° I be Flush with bottom of rut) I sliding door recess. Slope 1/2" av `nu= i I I FI I 32'-8" I I concrete slab with fibermesh OR 1 H.S. 6"x6" 410/I WWM on 4 mil Visqueen over �O 1 clean compacted termite treated fill I I Fl l _ 1 °1 I to I f— I cr I B. I , ° O o EVA _LA_ 4, -0,. °I f FI i W @4"4 Steel Ballard filled w/ Concrete _ a p^l > \r�/I u09 ��m 1 ORE) a 1 I I 1 1 u- I I � e� J I E N I cV o /° UD 0 1 r ° - �•� v O I 00 `u o o L— — — — --- —� 18N I C Q U Oo Oo I I I I I 1 °O oO _ =W— i I l vim, `F51 o (nu� I CL V' I ° O za X r L_—__ Recess for F5 I °�----�--- ° —JO — — Garage Door ° O ° 3 F � '�\12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above l.U(ynne Building Corp. The Grard Cdrlton Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Size Description I 1411.1 x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 930, x 30" x 14-r) COLUMN FOOTING WITH (4) #5 BARS EACH WAY "Wx8"DTHICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 4"W:C) tith urb at Garage ONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s O'-0" MODEL: Date Drawn Revisions 5-9-11 GARAGE Drawn bg: RIGHT C.C.U_ Checked by: D.R.B. Sheet Comm # a - 12-27 OF 5 IN ROOF SHEETING �4TTACHNENT DE7AIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I (o Bidring shank 45 psf Zone 2 4" �" 8d ring shank 16 psf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans ?or zone 3 Verify with Plan Concrete 12 "x 12" /Lintel Column Block Rebar Rebar 48 Bar Dia- tom. Overlap Column to Lintel Attachment NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel t\ Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing -- --,- --- Provide #5 bar set in pfe-cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb ietads into filled c 4" Pre -cast Sill Yr_ Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale. 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinrq to Vert. leg of truss with 10d x LS' nails at 4" o.c. Install Simpson MGT Into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiN G DI. TAIL )ER 37RAPPiNG TER BEARING POINT 1/8" thick fight textured stucco installed per ASTM C 929 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. 5ubstrate to be 19/32' COX 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 roofing FL #11651.12 26 Sal, 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 Ib 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 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 �\ Additional Precast Lintel #5 bars F 9 CLEAR ' •:'.+^r Lintel Length Bar Length Clear Span u A n Bars u u B Bars 2'-10" 2'-8" I'-6" 2,#3 none 1 1 1 1 1 3'-6" 3'-4" 2'-2" 2,43 none 8IP8-OBAT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none - tt5 bars ';,% "' CLEAR ^% 4'-6" 4'-4" 3'-2" 2,43 none ;' ,•'.. ne Row of "H" , 5'-4" 5'-2" 4'-O" 2 #3 none Block Above .: %': y.,'•; Precast Lintel :" 5'-10" 5'-81, 4'-6" 2 #4 none r ;.` 7 :'• i Additional`"'' + 6' 2,#4 none tt5 bars t____s 1'-6" i'-O" 6'-2" 2#S none BfIL-IB/IT BFI6-IB/2T 8,-4" T-10" 1'-0" 2,#S none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required 9 ea. end=8" 3. standard for reinr. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel size Top steel size Max Gravity Load (PLP) Max Uplift Load (PLF) Max Lateral Load IPLF) L22 2'-2" 3'-V 8F8-015/IT I #5 3069 1569 1024 L31 T-L" 2'-8" V-1" 4'-O" 8F8-OB/IT I tt5 250 130 143 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1 1105 909 1 339 L50 5'-O" C-L" 8f8-OBAT 1 #5 1238 835 1 121 L40 6'-8. T-I' 8F8-OBAT I #5 1011 121 534 LBO 8'-0" T-4" SIPS-I13/2T 1 tt5 2 #5 152. 591 612 L90 9'-0" 10'-6" BFS-IB/2T i #5 2 45 443 530 401 L90B T-O" 10'-4" 81=I4-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" BF8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" 8FIL-IB/2T ONE I tt5 2 #5 1366 1028 452 LI20 12'-O" 13'-4" Or-IB/2T 1 #5 2 #5 411 128 324 L120B 12'-O" 13'-4" 8FI4-I5/2T ONE I #5 2 #5 1 1015 110 324 L140 14'-O" 15'-4" 8FIL-I15/2T ONE 1 #5 2 #5 1 1250 1.09 259 L160 I1'-0" 11'-4" 8F8-I15/2T 1 #5 2 #5 1 300 192 194 L160B 1 IL'-O" 1 IT-4" SIP16-8/2T ONE 1 #5 2 #5 950 500 194 - 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, AHO 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.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascis 12" 2" x 6" Sub-Fascl Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gals. roofing Haile with 3/8" dia. heed per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vent. tied_ --- into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of rooter 14" below finished floor 12 4 Aluminum Drip Edge d Fascia Poured Cc concrete t Poured Concret concrete block i Concrete , Manufacture Flash and Counter flash Nail ledger to gable end truQ11S\ with (2) 10d at each web 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #S 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 a Slope per foundation plan chore Per Specs lax. Flush Mounted Shutter Detail fl�I Aluminum Panel sizes per manufacturer — Sae Tunica[ Stud Detail 1/8" x 3/52" Wing Nut w/ appropriate masher and spacing `u per manufacturer's Details !3 OL3" V � 099' co m 77I1� Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut v4' nts Brace Gable end with 2" x 4" SYP #2 Slit back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall 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 (1) #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 14" o.c. with R4.1 fl-foll -insulation on typical 8" Block walls to UJI h-- It-x +u r � 0 U1 N +-1 +J F_ a ° a a LL Ld L 0 u) wl u EO c U E_ q : 00 uN L L � All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned �pper FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and O (I) #5 bar Vert. (typicaU. -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 — 4" concrete slab with flbarmesh OR GOOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET VxV #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 5lmpson Ht= I A 1U Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in epoxy with 1810 lbs. uplift ETA 2p� (22) IOd nails truss into truss. Add leg per detail on blocking to this sheet Q W • N L90 L90 BI BI BI BI 0 I L90 B 1 BI LLO W d I ~ ^ I2 ~ I W ^ a3 I 0till�t- tn n 4- 7 2" BI to �� I I WWI I W [_ E S OPE N q- 1 I W U] a 1 N W I I W Lo L31 '. W ZZ ZZ N O_ E Gulf Coast Su I and MFG 5 C im Metal roofin FL #11451.12 Q - woo screws witfi self sealing w sher at 12" o.c. max spacing over AS21 TM D H (type 2) 30 Ib felt uin erlagme t installed with min. 4 side laps and 6" end Is s fastened with corrosion re ista t tin caps and with 1.25" findshank nails eck to trusses using attachme t detai on this sheet O twth 1 hctN I � � d — — — - SLOPE B1 I 1 I U up 1 1 ( P tad r I 8'-0" MAX. I with 2" x eft back I ( T 5 5 of top chc I TI I I n I z I L I I O I I I I I BI L31 I I co I I BI I BI I I B1 L45 2 I Bl N ` o L50 on HET4 2 H m hurrica anc r at eacl trus to BI ( c.) uppo ting ax. tr y 1810 bs. u ligqft B1 BI BI L1b10 LLO11 L90B to IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I kil_liii =I e F1 IIII I4 "II�II� �iTi II11-IiII= F3 TQ)ical Section at Front Fora Scale : 1/2" = 1'-0" Braden t Braden AIA, P/ Architects — Planners 411 S.E. Coconut Avenue Tel : (172) 287-8258 Fax : (712) 287-8283 E—mail: bradenaiascomcast.net Stuart. FL 3499(. #AAC000032 FL/4N e) to x N is c 5- u rn ro � L 4— (13 o LL CL L O d) aj c 16 O o — W pp u ty L c Brace Gable 4" SYP #2 nailed to bot rds using (2) ails at each ti �1 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 Wgnne Building Corp. MODEL: Dade Drawn : Revisions : Sheet Comm tt GARAGE-q—I1 The r d r d Carlton RIGHT drawn b,: 12-2�1 ct.C.0- Spanlsh Lakes Checked bll: St. Lucie County Florida Ej.R-g- OF 5 PANEL "A" circ# Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 4 Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 3 6 Ranme 2 30 4.5 kw #l0 40 gal. water HTR 5 46 12.0 kw 50 2 I 8 1 20 1.8 kw U12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave is 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw 31:12 Kitchen S.A.C. m 18 Recepts tt12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door opener 23 24 Recepts 412 20 1 1 20 1A kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts 412 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI 412 20 1 1 20 #12 Smoke Detectors 3"f 38 General Lighting 412 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 Watts sq. ft.) . . . . .. . . . .. . .. . .. Small. A.pphance. Circuit(s). _ . _ . _ ...... .......... .Range Refrigerator. Microwave..................................................... Dish Washer Clothes,.W.a.sher............................................... Clothes..Dryer................................................ Water Heater .......I...... Water, .Pump ................................:.................. Garage Door Opener 1735 3 5,205 2 1,500 3,000 1 12,000 12'000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 I 4.500 4,500 1 1,800 1,800 I 810 810 Total Watts 37,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 27,415 W40% 1 O 10,966 Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,964 Volta e 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Sac Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed P5 Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light J.P. QrQ Waterproof ground fault circuit interrupter ft Light with bull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack -cm- 1 Carbon Monoxide Detector 'V Flood Light (D Thermostat m Electrical Panel © Central Vac g Electrical Meter Q Smoke Detector Ceiling fan © Television Jack JTtI Telephone Jack ncs c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom H.B. Vent thru S r1t--- I I GRg�AT RoM I I I Center Registers 169 CFM on ceiling fan 169 CFM IOXIOXi I O)IOX7 -- DINING ROOM 11 232 CFM 12xdxl W A' I ?OA20 I CTI I 1I6" I I LJ6- _ SECOND BEDROOM 12xl2xa / I B/A ICJ 12" 143 CFM IOxIox4 MASTER BEDROOM 143 CFM IOxloxd 2xl2x9 B/A r a r a ICJ r' ICJ 12x12x9 LOSET B/A - 8 CF Z i -T i 34 M I / `o I KII 153 CFM 12x12x1 F-h� a W i I LU ' ---- > I 1��I p Attic ccess e th light t �'�J COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN � � C � � � f C � L L � C � T O = THERMOSTAT LOCATION Y B/A = BALANCED AiR Electric Notes: SCALE: 1/4" = 1'-0" I. 2. Use copper were onlg, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18, All work shall be done in accordance with the N.E.C. and 6. L ALL exterior outlets to be WP/GFI protected. 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 utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C RefrigBrant lines that are run thru slabs must be 9. The electrical s stem shall be coin letel and effective) sleeved in PVC ev rounded as required b the latest edition of the N.E.C. 9 q y 11. ALL A/C Equipment shall comply with energy 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 raceways 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'-I" shall be Installed in metal EIIT charge and shall include replacements or repair of any conduit. other phase of installation that may have been dfimaged. 25. Dryer Vents to be installed per FBC RM1502 H.B --- Vent-thru Soffit 150 Amp Panel Id kMeter GARAGE I r----------------- 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. Go it2/0 Aluminum feed AMP 1 i/a° Conduit PCB ANEL f AHu 2" PVC ( FPL 2" rigid service FPL Bare #4 copper wirer in slab r to ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - 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: bradenaias'comcaSt. net Stuart, FL 34994 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB E L E CT21CAL F_:N W p 3::6�Post Light with I Photo cell Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 212� sq, ft. Venting Ratio 1/150 = 14.16 sq. ft, required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions Sheet Comm # GARAGE f)rawn rawn� RIGHT by: Q .C.U. E -1 12-27 Checked bg: L.R.B. OF 5