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HomeMy WebLinkAboutBuilding PlanFile J- Copy TERMITE TREATMENT REQUIRED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1911651.12 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 Ib felt underlagment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin cape 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 5/8" thick light textured 12 ,tucco on typical concrete block construction SLOPE 14 RIG��T ELEVATION a-- " I I I �- L- Y= I I k-.o I X 5/8" thick x 8"W cut coral finished stucco bands SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 lb felt underlagment installed with min. 4' side laps and 6" end Laps fastened with corrosion resistant tin caps and with 1,23" ring shank nails eA /" -- .+ .II I.." ...A +...- .+snna"cA ." u. I°)" n, in ruiA A++. -I. SCALE: 1/4" = 1'-0" block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights 0 1��8 Type NOA FL / NUMBER Product Model � Manufacturer Glass Attachment method Ex iration Date Design Pressure of Approved Tests 1,2r3 t4 FLU 11499.2 Single Hung Series IBS Series MI Windows and doors ie x gpeoc. w mlrl. penptLation at mar roe each caner and i o.in thereafter through 'T Buck into .'a min 2.5" edge distance in strict adherence filledto CMU well approval. to the product a royal. ± 60 psf A Ili-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width Ili'-O" max height DAB m . back to concmte oc with , filled cs wt g a bar va t. ep 3/B . c' HAq HLC 8laeve mkh.. e' e.c. th I.]5 din. aadmr. umh min. �° colas dnroance. In.tei track to buck iu 5/1e• . 15/8' Poll thread laQ .arena is each br.;,k. mwntamieg mart or 15• ads" "tame - Gc to etrmgy adhe a to praduet approval ravuia /IL' t ueMar an rdlar 10-9-21 + 50.0/-60.0 of p B FLU 16614.1 Fiberglass Smesn Pro/ ooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from carriers and 11.5" o.c. max thereafter in head and jamba. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 I'll Wind OWs and doors Ldin. x S�pcons w min. yenetraUon at max. rom eacaner end li o.c. eli dwbie ran thereafter throng liT suck into solid filled CMU wall mamtammg min 2.5• edge utance in strict adherence to the product approval . + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiration Date Design Pressure of Approved Tests Mullions FLU G353.8 CM-18531 vertical mullion Mi Windows and doors for CMU use (2) 1/4" x 2 3/4" tapcon with min 1 I/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) x10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11651.12 SV Crimp p Metal Roofing Gulf Coast Supplg and manufacturing 2L ga. 5v crimp metal roofing attached to plgwood deck using R9 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 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two ate gored rows 12" o.c. in field. Attach redtruses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vingl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 0. x 3" wood screws ind shank nails with each truss. Install soffit"dato battens using +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC 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. along the bottom and 13" o.c. at the top + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Finish Columns With 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached tlgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spring 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 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 0'-0" = Finished Floor 12 4 1 SLOPE, COVERED PORCH i� `r 5/8" thick light textured stucco on typical concrete block construction LEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing - #11651.12 26 ge. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" 0;c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed wlth 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 staggereq rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet A'it ',J e se uP'i's®J wa�6 r ri F,2? SLOPE rrcrraars ''i(rl' ,:li�iii`l�. �Yf�Qt� T.!=l� -t Lvv Ti4t 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager 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. ICI ICI'' 1 1 'ICI IlII � II ICI 'ICI ICI ICI ICI I_ __ ■I ■ G ICJ I�� L -- ICI II_�I ICI ICI I�I, � �I' III ICI ICI ICI I[01 ill _ IICO71 ICI ICI x 8% cut' d stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 14" o.c. base -board II II / 211 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition n FRONT ELEVATION. SCALE: 1/4" = Ir-O" Q.� ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORD AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INF-ORMATION (FORM 100) Florida Building Code Residential- 5th Ede.ion and ASCE 1-10 for Wind Loading Budding Dealgn is: Enclosed Risk Categor II Wind Velocitg: 165 mph ultimate Mean oof Height: II'-O" Roof Pitch: 41:2 Internal Pressure Coe7i-cient.- ±Qa Subjectabdity to damage from: Weathering: Negliciible Termites: Vern Heavy Width of Roof End Zone: V-4" _ Wind Speed:, 165 _mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.Af DL+LL; DL+O.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: B'_4" Components t Cladding Wind Pressure (NE7) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NE-) on Garage Door.+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2.500 psi, Presumptove: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: -BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5- psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 2:i2 ITCH = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 FLOOR FLAN Counter top - varify type with contractor for steel Recess top plate Ow x 3/8"d CRsee detail on tangleort ASHhis sheet P TYPICAL NOTES: SCALE 1/4" = 1'-O" dST DETAI!_ N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter pproceeding With work. 9 steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install 6" from each end and 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements, expansion bolts Into one In center of counter. Base cabinet 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. 6" 1/2" drywall 2" x 8" wood studs at 14" o.c. 4- No dissimilar metals to touch. 2'2" 2�," S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ,;' �2 2" x 8" PT wood plate 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 2/, KITCHEN ISLAND FRAMING DETAIL of trusses With screws per FBC R102.3.5- _ 2�," V Attach buck to block wall with 1. ALL wood In contact with concrete shall be pressure treated. ° ° I14" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions.;, and 4" max from each corner thru Exterior face 2" x 6" PT Buck 9. ALL plumbing fixtures to be low flow. Iof wall 10. Contractor to Provide Drain at Water heater in accordance arias with the current edition of the Florida Plumbing Code. k. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 48 Wood screws thru jamb into buck handicap accessibility requirements. 2/�" 2�;' at each hinge and 15" o.c. max and Detail at Door Prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department /' 6" /' NTs surveyor to Set in field. 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL BLOCK PRIOR TO BUCK INSTALLATION Water Heater Install windows thru buck into block with 3/I4" tap -eon with penetration at 6" ." max. 15- Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from from each corner and 20." o.c. max 16. Wall and ceiling finishes Shall have a Smoke -developed index of not greater than 450 per FBC R302,9.2 Exterior face thereafter andisill aper produ2ctt"approvaalx 11. All exposed attic Insulation materials installed on attic floors shall have a critical radiant of wall Back to be I" x 4" PT flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply a with F,B.C. R316 - see permit info box of code edition r 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4" P.T. Buck nailed to C960, C1002, CI041,C11-1 1, C11-18, C1218, C1395, or C1396 and shall be installed lock with case hardened nails according to the following: (FBC R702.3.5) Detail a t Windows prior to window attachment Masonry Beam Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for dr Spacing installation of wall into Maximum wood framing members 2" x min. thickness Neils Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.090" diameter x 1 1/4" long %2 " annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either Ili" 8, 14" Direction 15/44" head OR Gg sum board nail 0.086" dia. x 1p5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or lid cooler nail I OR Walls Either0.092" 16 8 16 dia. xx 1 1/8' Ion with g Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1/8" with 19/64" head. 19 ALL I f II -1 h it f ASTM A10 1 1 x 6 P.T. Buck nailed to NTS block with case hardened nails prior to door attachment 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 head per product approval u 0 O Use 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c, max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Need prior to door attachment fixed door sliding door ceramic tie Sur aces insta e s a con orm to 8_ thru A108.6, n Masonry Wall L— A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM n C1288, C1325, OR C1178 and installed I.A,W- manufacturers recommendations Shall Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with 3/16" tap -con with within floor-ceilin assemblies, roof -ceiling assemblies, wall, crawls aces and attics S l I d i n 9 D cor Detail 1 1/2" penetration at 6" o.c. max. 9 9 p from each corner and 20. o.c. max shall have a flame spread index not to exceed 25 with an accompane�ln smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply with FBC - R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11491.12 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 6" and 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 I Grade Simpson HETA 20 or equal hurricane anchor at each true& with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. i8ioibs. upilft Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit i using 1/8" die shank x 15" long roofing nails with 3/8' dia. heat product approval - see chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap at each filled cell —� IIIIIIIIIII�II -III11I 12 PRE-ENGINEERED TRUSSES 4 at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings ttl 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 Pi -foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" only proportioned per FBC R6O1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #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 CxC #10/10 WWM on 6 and Vlsqueen over clean compacted termite treated fill m I I I I I I=III 1=I 11 I I 1 1111jj1111I1- I x 14" Concrete footing with (29 #5 bars cont. and #5 SECTIONtranaveYse bars at 48" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough open. Window Description PRE58URE ZONE I. 4'-5k"x 4'-6 %8" 54%8"x 54%" Single Hung ZONE 4 2. 6'-2%"x 5'-3 /a" 13" x 63 /;' Single Hung ZONE 4 3, 2'-2" x 3'-2/2" 2l%2"x 38%" Single Hung ZONE 4 4, 3'-I" x 5'-3'/e" 38" x 43 /q" 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturer s specs prior to construction F. Door Schedule M rk I Size Rough Opening Door Description PRE55URE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0' X 6'-8" 41" %;' x 83%` Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" -14" x 81 %2" 2rt'x, 1"`s Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %" 2'-48 X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x V-8" x 1 N' Solid Core Wood, Steel, or Ma&onite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold b W A wl LL Exterior doors to withstand pressures stated in permit info x on sheet 41 RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I rough opening dimensions to be verified by contractor h manufacturer s specs brior to construction 7 L-2 LIJI I uu I ILLLill Ii 11 O EE GRSS IJ N Filled cell under O H � r - girder above WIRE LATH t STUCCO CEILING N MASTER ° BEDROOM43 IQ o 0 °U� 8`0" A.F.F. �E 00 O O OO `r vix Flat Ceiling o I m I o Vanity to be O I I 34 Y2"high O o Iif Rod t Sfielf 8'-O" to 9'-8" A.F.F. Vaulted Ceiling GREAT' ROOM m ° LOS T H.B, I _ _ Rod t Shelf I n a _K `fillI N Q-a OD � - o � °d O 3' -4" LLI Ln � � 32" DRYER ASHER O o 9' S" ° LAUNDRY I I- N I 8'-O" to 9'-8" A.F.F. O WallO v I Vaulted C ding ° H I DINiNG VanIi,ty to be 8" 42" 34 /2"high I I - I ROOM in I counter tops to E I I c overhang wall 1.5" 3/8" thick steel 5'-3" 1 counter to su its EJ 9 90" P PP eq- eq- coup er tops to O6 overhang wall 1.5" to i PANTR SECOND q BEDROOM Flat Flat Ceiling i F I A/C #I a 0 a- 12" to 3" Verify attachment hole IOCdtiOn with GC prior to fabrication 3Z, thick steel bracket 6 / er- jFilli pol� • • s gip.` ��I:I//. • � .. - . . � . � r � 12'- 8" THIRD BEDROOM r, r 8'-0" A.F.F. cn qV Flat Ceiling 12'-8" in 4" I R-11 Betts Insulator Provide auto 160 Amp closer Panel r-----------------1\ I I I I I GOLF CART'l GARAGE I CAB +41" high wall O ° 1 DW I i j KITCHEN � I l8'-0" to 9'-8" A.F.F.; I Vaulted Ceiling `� O Upper cabinets to I extend over Ref, I I MICRO AV REF. NON-V NT 1 �- OPENING L — o — — J //'_`r R-11 Batts Insulation W.H. Provide auto O closer 4" 4 Steel Ballard See detail on this sheet J F\xz W O p I r- 22" x 54" , I Q I Attic Access l a with light I L-_� w - - - -- 8'-O" A-F-F. Flat Ceiling 14 0 of C.�,4RAC.� 9 EllMT Block wall In O garage to be 2'-8" E struck block N 13'-0" EMERGENCY EGRESS I I I I I I I I I p I I I I I I I I I I ❑O ❑O �❑O ❑0I❑o 0 0❑� SDI noon © e e O Date C`rawn 5_q_ 11 Drawn by; C.C.LI- Checkred by: D-R:g- O Nl O I r Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = "459 sq, ft- Under Roof Total = 2,484 sqe ft, File Corgi is n i� ..vn.ncw WWW11111 ....,. ..� .�with concrete and (2) #Z bars vert. tied -(Y rn llYtPl. Ak1 VP STRUCTL fiRAL NOTES: 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 IO 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 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 I. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOUNDATiON 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 91 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it A-39 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 III PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 �. Verifg 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 upp to 5'—ili' wide. Provide (2) filled cells on each slde of openings from 6'-O" to q'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any ether 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 copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-1� and A-3S Speclficatlons. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap - at each filled cell •, =It�J MCI pap =E TYPICAL FICTIONS 4" concrete slab with fibermash OR 6 x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill ` 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" I / TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. o _ I 1 (2) #5 bars cont. bottom steel 12" 2 DETAIL AT I GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IL" below finished —I — 3 O" COLUMN FOOTIN( Verify house slab height in field Thicken edge to 8"xS" With concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ �30"x30"xlb" concrete column footing with (4) l #5 bars each way DETAIL SCALE 1/2" = I' SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14110 MONOLITHIC FOOTING — 6" STEP DETAIL ON THIS SHEET 30" x 30" x 16"0 COLUMN FOOTING WITH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS - 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS — CURB o 0'-0" F6 1211W X 18"0 MONOLITHIC FOOTING — 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 61xb #10/10 WWM on 10 mil Visqueen over fill 2 TYPICAL CTiONS 4" concrete slab with fibermesh OR OxV #10/10 WWM on 10 mil Visqueen over clean compacted/ termite treated fill 1 III—i 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 1/2" = 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 by 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. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at iV' o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location E :r Single Filled Cell Column NTS 1 11 G 12° r 00 OOi� ---� E r--- ---- _---- FI i F4----�—°� I F �LT FI I O Filled cell under I 24" i�- girder above I�I FI J Rear Porch Slab to I r be poured separately 1 W O �I from House Slab. O O Thicken footing to L I H) /A� to D I 24"w x 14"d x 24"L i a rn I under filled cell under girder bearing. 199 loElE I I IEE `rN FI F1 E I Rear Patio/Slab to be flush with bottom of I sliding door recess. E Slope 1" II I li I I I I� I EI I I concrete slab with fibermesh OR H B I 6"x6" 910/10 WWM on 4 mil Visqueen over i° N I clean compacted termite treated fill R,aa co - E2 in s 0 i DRYER ASHSR I F1 I i I I IE i I i- I F- o I ° r- F- ' I I I- I IE FI - o I o I I �_ I EI Io I OW I o U o EI IE FI 4" concrete slab with fibermesh OR I I 6"xb' 910/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill ❑° I MICR VENTS NOWAV I REF. 38' CLEAR O OPENING F_o- O I E H.B. I --- N ---� I 4" a Steel Ballard See detail on this sheet I I I I oI Ia�11 ol I I L__� I I AiC I I I� I I W I Me FI I I FS naLI IJO on either, side of house field verif L — IsF6 — — — — — — r- — — — — -- — — service location N O0 Q N ° E --� ----- — o D I c I p 14, step W O E NCL I I IF - I I F5 Q 1 I 6 4 I I FS I a EE E 1.5" Recess for E ° E -i7' EO E 1.5" Recess for E EO Garage Door �, ___Garage Door v� 21-81, 9'-0" 2,-811 35'—O" I MODEL:- Drawn_ WINDSOR- ' e �� �0 PORCHTHE ale , ROOF SHEETING ATTACHMENT DETA [L I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on press9re for roof stated in permit info box on these plans For zone 3 Ke Area Ede Field Fastener Pressure Zone I Lot61, 8d ring shank 45 psf Zone 2 `" ed ring shank 76 psf Zone 3 8d rrng shank 84 psf ** Zone 3a 6" 6" #8 wood screw ,112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lint&l Provide 95 bars with min. . bar Provide #5 bar set in re -cast R O O l- F IL A I � Scale • 1/2" = 1'-0" diameters overlap into beam. Tie P filled cell steel into continuous lintel into beam where length of beam block steel. the opening cells for it. _ Overhangs at 1'-0rr unless Otherwise noted On this Sheet Roof pitch at 12 unless otherwl e t d th h t Provide Cast -Crete BUB-OB/OT precast lintel set in mortar Min. 8" Bearing 12"x 12" lumn Block F_ N ?9 M, Provide PT Buck i'.rl ,,,.I attached per jamb details into filled cell 4" Pre -cast Sill :ri1 f1 i. ; s no a on is see — Truss shop drawings to be provided by manufacturer — An changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Cell to construction for lagout and uplift verification Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction Provide #5 bars with min. 48 bar iameters overlap in filled cell. Tie filled cell steel into continuous footer steel. .i a. Concrete Footing (see Pooter schedule ��'^'-� _ •..'. .. .. '.n for exact sizes) DETAIL AT WINDOW OPENING IN CS s WALL Scale: 1/2" 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. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam end (22) 10d nails into truss Rebar 48 Bar Die. TRUSS BLOCKING DETAIL 11n. overlap AT GIRDER STRAPPING Attachment ' 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 layer of ASTM D Type 2 felt paper using Bid nails. Substrate 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 5v Crimp Metal roofing FL #IIL51.12 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 L" end laps fastened with corrosion resistant tin caps and with 1.23" 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 Lintel Bar Clear "A" -: 'a:,t; Length Length Span Bars Bars r. •: :� :; CLEAR 2 -10" 2'-8" I -6 2,43 none msl 3'-6" 31-4" 2'-2" 2 A3 none BF8-OB/IT 8PB-IB/IT BF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none - tt5 bars CLEA ,'•�•••"`v `I2r,: 4'-6" 4'-4" 3'-2" 2,43 none to Row of Il .a. y`; ;'`l:. Block Above ;.v;.,;,'); 5'-4" 5'-2" 4'-O" 2,11:3 none Precast Lintel none it Additional 1=% i b'-6" 6'-4" 5'-4" 2.94 none ,L#5 bar. IL All 4'-2" 2AS none BFIL-IB/IT BPI(-IB/2T NOTes: 8'-4" 1'-101. 1'-0" 2.95 more I. min. coverage of steel=l.5" 2. min_ bearing required a ea. end=S' ALL reinforcing steel is grade 60. 3. standard for rent. steel=ASTM AMS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification ows of 'H' Block Above " " Bottom steel size Top Steel Siu Max Gravity Load (PLF) Max Upldt Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-L" 8FB-OBAT 1 #5 3069 1669 1024 L31 2:-V -a 3' 4'-0' BPS-OBAT I #5 251.I 1363 1111L3 L45 4'-5' S'-10" I SIPS-OBAT I #5 IIOS 909 1 339 L50 5'-0' it or8-OBAT I 45 1238 835 1 121 LLo 6'-8. T-v BF8-os/rr 1 #5 1011 121 534 LBO V-O" 9'-4' BF8-IB/2T I #5 2 #5 152 591 512 L90 T-O' 10'-L' BF8-IB/2T 1 #5 2 85 643 530 401 L908 9'-0' 10'-6" BPIL-I8/2T ONE I #5 2 #5 IS33 1183 401 LI00 10'-O' li'-4" BF8-8/2T I #5 2 #5 582 494 452 LIOOB 10'-O" ii'-4' BFIL-I13/2T ONE I #5 2 #5 13LL 1028 452 L120 12'-0' 13'-4" BPS-IB/2T I #5 2 #5 411 428 324 L120B 12'-0' 13'-4" BFIL-IB/2T ONE 1 #5 1 2 1 #5 1 1015 110 324 LNO4" BFIL-I13/2T ONE 1 #5 1 2 1 #5 1250 L09 259 LILO IL'-O" IT-4" 8FB-IB/2T I #5 2 — -- 192 194 2-B- IL'-O" IT'-4' BFiL-IB/2T 0 ONE I #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, AID SAFE LOAD 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 11/2" nails — ( 24" o.c.) supporting Max 18101ba. uplift Aluminum Drip _ Edge t Pascia 12" 2" x 61. Kagcan Pull o vent vingl soffit installed using 1/8 dia shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval - we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tiad-� into lintels above thicken edge to B'W with concrete and one tt5 bar continuous BEYOND Top of footer 16" below finished floor A 12 4 1/2' thick stucco an attached to honzonti framing with nails or no leas than 1-3/4' horizontal wood tracer into vertical wood fr Aluminum Drip Edge t Fascia Poured Cc concrete It Poured Concrete concrete block u Concrete C Manufacturei Flash and Counter flash Nail ledger to gable end truss with (2) IOd ila at each web hi-nb lath vertical wood s to provide '.ration into 3/4' penetration members 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — ope per foundation plan IIII=IIII=IIII II1-IIII IIII-1I IIII—IIII=1 .si;IIII- -IIII —IIII„�i-1�11—IIII IllT Iluminum Panel izes per manuracturer See Tilucal Stud Detal 1/8' x 3/32" Wing Nut w/ appropnate we her and spacing par manufacturer's Details t Stud Detall Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using- (2) lot nails at each truss RE -ENGINEERED WOOD TRUSSES s 24"o.c. TYPICAL ( shop drawings by manufacturer ) in N � L �+ X a3 y- O UI a a 2 - 'c 6 O d w L � r \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cant. in each row. Substitute precast lintel filled with concrete and (l) tt5 bar cant_ for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" O.C. with R4.1 fi-foll insulation on typical 8" Block walls All drywall to be installed per FBC R'i02.3.1 and shall meet all pertaining ASTM codes. a Mortar to be Type II onlyy proportioned per FBC R601.1 and Mortar �ornts shall comply with FBC R601.2.1. Provide Du -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill IIII_IIII" 'III I." ical S�ctlon at Front Forc Scale : 1/2" Braden it Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia®comcast.net Stuart. EL 3,4991. #AACnnnn %1 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA 20 Strap truss to wall using Simpson MGT wit 5/8 die. threaded rod with min 12" embec into beam either wet set or In epoxy with (22) IOd nails into truss. Add blocking to -truss leg per detail on this sheet OWN In MPAN IOWA e I ilk / THETA 20�) CSimpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wynne Building Corp. THE UJiNDSC Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RiGHT HETA 20 Date Drawn ReVISIOn5 5- 9-17 Drawn bg: C.C-u- Chetked by: D,R.B. Sheet 4 OF 5 en N � X L to O U1 N C .� .� L 4— d a tl-I L T O r6 U 00 E_ - OD U (y L L n Provide downspout Comm 4 PANEL "A" Poles BR Load Wire Description circ# circ# Description wire Load BR Poles 2 40 l.0 kw #e A/C comp 1 2 AHU 410 3.5 kw 30 2 3 4 2 30 4.5 kw wo 40 gal. water HTR 5 4 Ran a #b 12.0 kw 50 2 � B I 20 1.8 kw #12 Pump 9 10 Dr er 410 5.0 kw 30 2 II 12 1 20 IS kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave I5 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I IS #14 General Lighting 29 30 Recepts #12 20 1 I IS #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 I 15 #14 General Lighting 35 3e. Bathroom GFI #12 20 I 20 #12 Smoke Detectors 31 38 General Lighting #14 I5 I I 20 #12 Bathroom GFI 39 40 General Lighting #14 15 1 1 spare 1 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, .watts sq. ft.) I ............... Small Appliance Clrcult(s) ................. Ran e Refrigerator ........... . ....... . ... Microwave Dish Washer I.1 ClothWar . . ...... .......... I ...... Clothes,Dryer................................................ Water Heater Water Pump .................................................. Garage. Door, Opener ..................... I .................. ............ ... .. ..... 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 1.200 1,200 1 1500 15-00 1,200 1,200 1 1,200 1.200 1 5,000 4,500 5,000 1 4,500 1 1,800 1,800 1 810 810 First 10000 Watts e100% Total I Watts 10,000 31,415 10,000 Remainder 21,415 ®40% 1 O 10,944 Electric Heat or A/C 10,000 945% IO,U00 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size 129.03 Required = 150 Amps Electrical S mbol L�g�nd $ Single Pole Switch ® Recessed Can Light $s Double Pole Switch ® Eyeball Recessed PB Push Button Switch SS Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light i Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cN Carbon Monowde Detector 4c:Q Flood Light TO Thermostat m Electrical Panel ® Central Vac rc::� Electrical Meter ® Smoke Detector Ceiling fan Q Television Jack ® Telephone Jack AC DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference With the progress of construction. I5. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gea,.s from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 17. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide o.l the requirements necessary for the equipment to be pla':ed in proper working order. 18. All work shall be done in accordance with the N.E.C. acid shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitq and telephone comoanU. #2/0 Aluminum feed 1 'r,' Conduit --. 2" PVC ( FPL Vent thru Sofflt -- 2' rigid service FPL Bare 44 copper wire 9 to #5 cont. reDar in slab ELECTRICAL RISER I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectivelg grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 NIC:;L LAYOU O= THERM05TAT LOCATION SCALE: 1/4" - I i - O Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL 3499/s #AACOO0032 3 TON SEE MANUAL ''J" and Energy Calculation for Unit info Install oulet under disc. - not shown for clarity MASTER BEDROOM PORCH `\ WP GFCI \ / O rMIN cm GFCI CS. ZN CIL- 0 i I T1 o I N GFC1 CLOSE-1 CJ I 0 \ I DRYER ASHSR vP LAUNDRY SECOND BEDROOM, / I I I / I I THIRD BEDROOM,--�� 977 i I / _ / I ice= � \ \ ,I►I I I I 1 ® K,IT�HEI I gFC1 � I I I RowEVE ® CA ®o / REF. 39' CLEAR O / Is ING J - GFCI GFCI / Fc1 W.H. / \ See detail onSteelllarths sheet 4 �rxl�l -- -� � O 1 22" x 54" = CJ Attic Access 1 m h. c---�- ® I \ 1 F� _OPTIONAL PANEL \\ GARAGE FCI I /Fc1150 Amp \ I/ \ \ Panel GFCI JV=�_/ \ \rnet GFCI -------� Garage / I Garage j Door D oor j Opener j / j Opener j / I GOLF CART; / =E) ; GARAGE ' I GFCI 1 1 I I I GFc1 to galrage fights I I 1 i ��.�CTRfCAI- Post Light with SCALE: 1/O" Photo cell Center Post Light between driveways �,ttic Venting Calculations total Attic Space = 2101 sq. ft,FBC 2309. /enting Ratio 1/150 = 18.00 sq. ft. required 'rovide A Continuous Vented Soffit g E Wire For Front Post Light Wlgnne Building Corp. MODEL: Date 1�rawn Revisions Sheet Comm THE WINDSOR REAR I1 E-1 PORCH C.C`,flu�. Spanish Lakes RIGHT Checl•;ed by: St. Lucie County Florida ID. f-;.B. OF 5