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HomeMy WebLinkAboutBuilding plansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 4 11651.12 2G ga. 5v crimp metal roofing attached to plywood deck using wood screws with self sealing washer at 12" o.c. max apacing over ASTM D !type 2) 30 Ib felt underlayment installed with min. 4 side laps and L" end 1apa Pastened with corrosion resistant tin caps and with 1.2 ring shank nails spaced 6" o.c. at all laps and two staggered row$ 12" o.c. field. Attach deck to truasea using attachment detail on this sheet 5/8" thick light textured Itucco on tgplcal concrete 12 block construction SLOPE 14 .H. 2„ O.H 3 COVERED 01 i; O PORCH ---------------------- -------- - - - - --------- 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" 12 SLOPE 0'-0" = Finished Floor ------------ LEFT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 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 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 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 stucco on typical concrete block construction SCALE: I/'I = I'-U- Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doorm, Windows k Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST Uon Da Design Pressure of Approved Tests 1,2,3 t4 FL# 239.9g Single Hun SH-1100A Im act PGT 5/IL" 1/4'spat din. r produ w/ min. 13!e" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 65.0/-80.0 PS A I4-0330.02 Overhead Garage Door Model 824/811 T-4" max. width IL'-O" max height DAB u as"rert. +•r ale x"c°"sHiai kLc..v. smxhme a e`th er. ii26's&a. M h . h t. 4 'didw °"re" m �wihrt w% o bir"enrq .. "ri�i�•.as. stC se,.re to predwit epprevel 10-9-21 + 5fl.0/-LO.O sf p B FL# 14414.1 Fiberglass Design DesignSmooth Pro Jeld-Wen Elco 1/4' die. tagcon with min 1.25' embedment at 3' max from corners and ITS' oc. max. thereafter in head and jambs. + 50.0 PSF C FL# 251.4 Sliding Glass g Door Series 110 $GD PGT 1" nom Type "GSA" 1/44 dia. tapcons w/ min. 1 3/4 penetration to be spaced per product approval. ontractor shall adhere to min. 2 1/2" edge distance. specified in Product approval + 40.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TT���� Expnation D%. Design Pressure of Approved Testa Mullions FL# 241.1 1° x 2 3/4' x .315" PGT Install per fastener type and spacinga shown in Table IA and IH in product approval on sheet rat 22. + 58.0 PSF Roof FL# 11ABL12 SV Crimp Metal Roofin g Gulf Coast Supply and manufacturing ZL gga. 5v crimp metal roofing attached to plywood deck using m9 x 1.5° ewod acrews with self sealing washar at 12" o.c. max scing over ASTM D (type 2) 30 Ib felt underlayment installed with min. Al" aide laps and V and laps fastened with corrosion reactant tin cape and with 1.25" ring shank nails sappaced L" o.c. at all lepa and two stagggered raw& 12" o.c. in field. Attach deck to trusses using attachment detai on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan [natal[ using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12' dia. x 1.5" long ring shank nails with 318m dia. head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record GuIP Coast Supply and MFG Sv Crimp Metal roofing FL #II451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #q 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 aide laps and 6" end laps Pastened 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 trusses using attachment detail on this sheet 12 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board � 11 II r 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Dion -Bearing Partition nts Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenalaacomcast.net Stuart. FL 3499L #AAC000032 stucco on tgplcal concrete 5/8" thick x 8% cut block construction coral finished stucco bands REAR ELEVATION 12 4 SLOPE, Wg ine Building Corp. Spanish Lakes St. i-ucie County Florida SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v 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 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 spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ■ ■ I� �I ICI i li [O71 ICI i FRONT ELEVATION SCALE: 1/4' = 1'-0" 8'-I" BEARING Y 0'-0" = Finished Floor qV "� M...a 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 Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: If Wind Velocity: 11.5 mph ultimate Mean Roof Height: II'-0" Roof Pitch: 4:12 Internal Pressure went: ±oje Subjectabihty to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: '-4" Wind Speed: 11.5 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pal' Roof Zone: 3. +20.L/-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 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure; Q500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL F R IMPACT PROTECTION FOR O E ING ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD. _A5_ psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 30 Vista De Laguna Model: Date Drawn Revisions ri- 5-13-20 QIEWV REAR Drawn bg: �PORCH C.C.U. ED FOR RIGHT Checked bg: CODE COMPLIANC 0.1R.B. ST. LVCIE COTINT) 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet I Comm # 20-9 1 B OF 5 �I Recess top plate L w x 3/8"d Counter top - verify type FLOOR FL A I L 4" for steel support angle with contractor CRASH POST DETAIL see data'' on this Asset TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter proceeding with Work. steel crash post. Floor Steel countertop support angle P 9 Flange with 4 - 3/8" Install V from each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. L" at 116"8oc. studs 4. No dissimilar metals to touch. I/2" drywall S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. 2V 2�2" 2" x 8' PT wood plate ALL Concrete used for vertical filled cells, cont. tie beams etc.. to �'" %'n;se shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix Attach buck to block wall with 6. Dr wall at ceilings shall be leveled and attached to bottom chord o 1/1/ ilia. etr cane screws with min. y 9 �3/a" 2/z" I/4" penetration at 1c o.c. .hru EN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. h4" # and 9" max from each corner thw P �/ i � Exterior Pace 2" x L° i T Buck 1. ALL wood in contact with concrete shall be pressure treated. 2/'2 or wall 8. ALL wall dimensions are nominal and not finished wall or stud dimensions, O 0 cries 9. ALL plumbing fixtures to be low flow." 2 10. Contractor to Provide Drain at water heater in accordance 88 wood screws thru jamb into buck at with the current edition of the Florida Plumbing Code. Detail at Door priorach to a'000rr attaclhmenic. max and II. Contractor to Provide a 2'-8" wide door at one bathroom for NTS Verify attachment handicap accessibility requirements. hole location with GC 12. Lowest finished floor to be set by Governing Building Department 2, " 21 .. INSTALL VULKEM BLOCK SEALANT prior to fabrication s 8UPVe Or t0 set in field. /' /' ON ALL JAMB, HEADER, AND teel bhacket y" %s" SILL BLOCK PRIOR TO BUCK 13. Separation between residence and garage shall be per FBC R302.6 L" INSTALLATION 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater Install windows thru buck into L" block with 3/10 tap -con with COUNTER TOP BRACKET DETAIL 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1 1/2• penetration at L' c.c. max. P g 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 thereafter enetwll Pee andpro20'uct o-c. approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Exterior Pace at flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation or wall Baak to b. 1• x 4" PT q materials exposed on the undrside of the roof deck or on the attic walls shall comply Marisa With F.B.C. R316 - see permit info box of code edition 18. Gyppsum board material shall conform to ASTM C36, C19, C4Z5, C514, C630, C931 I'x4" P.T. Buck nailed to C40, C1002, C1041,CII-1rt, C11-18, C12-18, C1395, or C1396 and shall be installed lock with case hardened nails according to the following: (FBC R102.3.5) Detail at Windows prior to window attachment NT5 Dry Framing Max. spacing Location Orientation Member Nail options Pll Thickness Spacing of fasteners installation of drywall into halo Maximum Nails Screws wood Prammg members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64' head 0.098" diameter x 11/4" long annular -ringed or 5d cooler nail 2 0.080" dia. 15/8" Ion with 9 Walls Either IL• g" IL" Direction 15/L4" head OR Gg1psum board nail 0.08V dra. x 5/8' with 9/32' head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail 0.092" dia. xR 1 1/8' long with Walls Either IL" 8" 10 Direction 1/4 head OR Gypsum board nail 0.0915' dia. x I '1/8• with 19/64" head. 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 CII18 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with fi STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment deta5l on this sheet Simpson HETA 20 or equal hurricane anchor at each trues 12 Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5Ya"x 4'-6%' S4'/a"x 54V Single Hung ZONE 4 2. C-2 %a"x 5'-3 %" 15" x 1.3 %," Single Hung ZONE 4 3. 2'-2" x V-2%' 2l'/2"x 38%' Single Hung ZONE 4 4.IV-]" x 5'-3%" 38' x L3'/," 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108' x 84' Overhead Garage Door ZONE 4 B V-0" X V-8" 41ai," x 83N' Fiberglass Panel - Inall ZONE 4 C L'-O' X V-8° 140 x 81 'A" ;(" ;°" Sliding Glass Door ZONE 4 D 2'-0' X C-8" Solid Core - Wood - L-Panel -BI-Pold Finished 24' x 81 %" E 2'-0 X C-8' Solid Core - Wood - L-Panel F 5'-00 X 6'-8' Solid Core - Wood - L-Panel - Br -Fold G 2'-8" x L'-8" x 1 N' Solid Core Wood. Steel, or Maaoniter Door H 2'-e" X C-a" Solid Core - Wood - L-Panel J X-C X L'-8° Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 4] GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101be. uplift (shop drawings by manufacturer) Masonry Beam x L" P.T. Buck nailed to b / block with case hardened nails -" prior to door attachment; Aluminum Drip -� R-30 blown fiberglass Edge t Fascia 7-1/2" in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar coot. in each row. Substitute Kaycan Pull o vent vm I soffit installed �1.5° precast lintel filled with concrete and (D #5 For bottom using 1/8' din shank x long gals. Ear cant. row over openings roofing nails with 3/8" din. head per product approval -see chart sheet III 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fl-foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction aw Mortar to be Type only proportioned per FBC RL0'1.1 and Mortar fonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc ... I #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (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 4m xL #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade \�Ipr •. ..: • ': -_ - •'r - -1�111�11 ( 111 1�11 I ..._..c, ... <.r .. 11 III-III li nIIilIii�. (-I ( - Iwit averse bars of 48crete �odn#5 T'rFICAL SECTION Scale : 1/2" = 1'-0" j2"` \ MASTER s• YtR \ . BATH LAVA I I mn1-i 1 `t�' 2" LAUNDRY I I I I I I 2"I I I I V-1 2" wc- 3" 944W-1 2" 2" I 3' WC-1 GO. 3" BATH #2 3" to septic/ sewer system q e AI 1 T A G Y 01 G C I? Install SGD thru buck into block with 3/i1." tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20_" o_c. max thereafter at head per product approval O Use 3/16" tap -con with 1 1/2" penetration at L" o_c_ max_ from each corner and 20" o.c. max thereafter at sill per product approval I" x 0 P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door "`'`"'" sliding door n Masonry Wall77 v Bottom Track` Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding D oor D e t a l I I penetration at 6" max. fromom each corner and ." 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall N75 Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34996 #AAC000032 IS'-3" IL. t A 3S'-0" 8' -1 f Co, LD EGRESS 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into 13'-II" lintels above O Filled cell under PORCH � - girder above ° WIRE LATH t STUCCO CEILING N MASTER ° C BEDROOM o 0 �U� O 00 8'-O" A.F.F. Q Flat Ceiling I �N I i ° I r CV I Vanity to be ® I 34 Y,"high I ° 8'-O" to 9'-e" A.F.F. ° 11 1 6,-v 0 H.B_ KITCHEN W O ° a• AAY UJ .s Z 4L2. UJ 9' S" O I W rn 2. L }eV -I I-2. N Rod t Shelf Vaulted Ceiling D �= GREAT' ROOM J C.LOS T I o I gc Rod t Shelf _ J - i i n I I � it DRYER HASHER 32" LAUNDRY 1° I " 18" ° 42„ o 8'-0" to 9'-81 A.F.F. I Mr,,' Vaulted Ceiling H I DINING to I If yhgh be I I I ROOM i counter tops to 3/8" thick steel 5,-3" I I r overhang wall I.5" ,^ l counter top supports ,,, SECOND ,o BEDROOM 8'-O" A.F.F. O IV Flat Ceiling r F 12'-8" O THIRD , BEDROOM if ° O r 8'-O" A.F.F. in IRV A/C Flat Calling #1 � " J 12'-8" O � io R-n Batts Inwjation Provide auto closer IAmp 50 Panel r-----------------� 3. in i i B i I I g I I ° GOLF CART' GARAGE 13 -o I I if ° A 2'-8" 9'-0" 2'-8' tops to 1 wall 1.5" bD P' CAD +41" g hi h wall I I DW 1 ° ' KITCHEN I 8'-O" to 9'-8" A.F.F., i 11111,/ Vaulted Ceiling t� O Upper cabinets to I extend over Ref. MICRO ON-% AY NON-Y IKT REF. er Is'CLEAR OPENING L 0 (1 _ m --- ti Provide auto ;l G R-II Batts Insulation mi W H closer 4"cli Steel Ballard See detail on this sheet Niox- ---- OI�tt?I r 22' x 54' I AtticI Lwith Access A.F.F. Flat Ceding GARAG ® of Block wall in O O MT E) ° garage to be struck block t+ ° EMERGENCY EGRESS I I r I I I I I I I Q - I I I I I I A L'-4" I 2'-8" 9'-O" CD I n z- V 0. I n av m in 5 0 sy O O to H.B. O a - I in 0 i O i r Square Footage Breakdown Total A/C Space = 1,-153 sq. ft. Covered Porch Total = 212 Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. �Y'Ine Building Corp. MODEL: Day-13D 2O Revisions : Sheet Comm # REAR Drawn by: i�EVIEWED'FOI� 2 O - T H E W f N D S O R PORCH G. . u. CODE COMPLIANCE 2 Spanish Lakes 30 Vista De Laguna RIGHT Checked by: ST.LUCIECOUNTY St. Lucie County Florida D.R.B. $OCC OF 5 Z-) I 117NU� I Ulc /"�L_ I\(IJ I =J: 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 FCUND,470N FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, A A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSi 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each Side of openings from �'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L 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 b0, meeting ASTM A—l6 and A-35 specifications- ALL Anchors to be A-30-7 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 Fill cell with concrete and 111 (l) #5 bar vert. (typical). Thicken edge to 8 x8 SCALE: 1/4" = 1'-0" FOOTINGS SCHEDULE Size Description 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS kaa 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"111 x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x IS"D Curb et Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' at each filled c Max. a acing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous VxV' 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill 1V311 ill Ili 14% x 18"d Concrete footing with (2) #5 bars cant. and #5 transverse bars at 460 o.c. 3" 14° 1 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-5 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan cli 74 2) #5 bars Cont. bottom steel \� 1/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into Irntels above Top of Tooter IL" below finished floor Grade #5 bar cont. in curb - Curb height Verify based on foundation plan os !f11E�ll/IG W ood Base MH IIII Iry 14"w x 18"d Concrete footing 1 I1= \ with (2) 45 bars cont. and #5 3 transverse bars at 48" o.c. R13 DETAIL 30"x30"xl6" concrete 2" x L" PT wood secured with column footle with (4) with s. x L" expansion anchors g with 2" sq. washer at IS" o.c. overhead door track secured to wood 45 bars each Way jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET W. SEE PRODUCT /2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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. #5 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and (1) #5 bar vent. (tgpical)• Filled Cell Masonry Column With One —Max. spacing shall not exceed #5 From Footle To Tie Beam 48" unless otherwise noted g see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR CxC 910/10 WWM on L mil Visqueen over clean compacted termite treated fill :i 1=1I�1-1j11 Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Doubl 0 r Contractor to provide Vroper foundation chairs or proper steel Installation I 30" min. Filled Cell Column Corner Steel Lab NTS Braden It Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart- FL 34996 #AAC000032 nts A IC t. 12" x 12" concrete column block filled I with concrete and (2) 41 bars vert. tied I Into lintels above 15'-31, e'-10Ys" 8'-10i," " 4 lo'-off ODiili iliiILOJIL°L IL W. L °JF F r —© Q L I FI I o I „ �4- Filled cell under I girder above FI J Rear Porch Slab to O F I r he poured separately I 11J I p from House Slab. O O N I I - d- t I � n Thicken footing to I 24"w x 14"d x 24"L I I under filled cell under girder bearing. OO .� 0E —\ — �------FI — O - Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" ° I i I FI I- I `- I 0 ■ ■ 4" concrete slab with fibermesh OR CxC 1*10/10 WWM on 6 mil Visqueen over I P-__"-4 -17 clean compacted termite treated fill I n'av m I 30s DORYER ASFIER ', II ,I it I ,I I , ll �I FI 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on L mil Visqueen over 1 clean compacted termite treated fill L.25" 3 >1 IQ1 Top step Includes tale I end door threshold. ` - I F6 FI r--r— — — — —— — °O O N O I � _ Z • ° U1 I o 5. e $ I W iL I F5 q•I° r I's � I I ;.S- 1.5" Recess for O arage oor A � m — lo I I I° 1 I� I r- Ii I I� I I I Ip � I o ° DW I ,n I I I U Ip I Y ENTE NON I REF. I 38' CLEAR O ° H.B. OPENING F w.H. ® 4'0 Steel Ballard Sea detail on this sheet I I I I � I I � F51 I - I I � I IC4I I Ip I� I F5 F I I �- 13'-O" I I L — — ——— P5 — --J ° ° 1.5" Recess for O ° ° iCsarage oor I I 2'-8„ 1:_01, 2, 8„ 6,_4:: 2,_8,: q:_0„ 2:_8,: 35'-O" one Building Corp. MODEL: THE WINDSOR REAR g Spaflish Lakes 30 Vista De La una RIGHT PORCH St. Lucie County Florida Date Drawn Revisions 5-13-20 Drawn by: C.C.U. Checked by: D.R.B. Sheet Comm # 20-91 B OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 1$8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these ans for zone 3 Ke Area Edge Field Fastener Press re Zone I ,I,6" 8d ring shank 45 psf Zone 2 4" 8d ring shank ,L sf Zone 3 14 8d ring shank 84 psf ** Zone 3a 6" 4" #8 wood screw 112.5 psf. ** Use nails or s rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. x-- Provide Cast -Crete SUB-OB/OT precast lintel set in mortar � Min. 8' Bearing 12"x 12" lumn Block 7 Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment NTS ovide PT Buck .ached per jamb ails into filled c 4" Pre -cast Sill t Provide #5 bar set in pre -cast ROOF F L A N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. — Overhangs at I' —Oil Unle55 Otherwise noted On this Sheet Roof pitch at +12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer Any 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 p s Prior Architect to review Truss Shop Drawings g } to construction for layout and uplift verification all Poured Filled call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction r- c I':fl Trusses at 24" o.c. see shop drawings b others r•; a py Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie filled colt steel into continuous rooter steel. __-,R-30 Batts Concrete Footing (see footer schedule .. , +`'.....;.'.._ _.:- r-:• *'— —: r for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" R-II batts SINGLE PLY REAR GIRDER TRUSS Nail 2" z 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. :r Install Simpson MOT into wall using y/ r+ 5/8" dia. threaded rod act min. 12' \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.26" 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 \` Additional Precast Lintel #5 bars BLEAR Lintel 1-ength Bar Length Clear Span u u ,A Bars u a B Bars 1 .. •. 1 ....�+� 1 2'-10" 2'-e" I'-L" 2.#3 none 3'-4" 2'-2" 2#3 none BPS-OBAT B1118-IB/IT BPS-IB/2T Additional 4'-O" 3'-101, 2'-8" 2#3 none . ,....; . --�#5 bars ' CLBA "" "" 4'-6" 4'-4" 3'-2" 2,#3 none ;,•�`�� no Raw of "H' Block Above s;; ;',. <: 5'-4" 5'-21, 4'-O" 2,#3 none ''; ;.;•.• Precast Lintel 'i1^ 5'-10" 5'-8" 4'-L" 2,#4 none 1 Additional 1 none #5 bars -O" 4'-2" 2 #5 none BFIG-IB/IT BPIL-IB/2T 8'-4" 1'-10" 1'-Oil 2,95 none NOTES: ALL reinforcing steel is grade 40, I. min. coverage or steel=1.5" 2. min. bearing required a ea. and=8" 3. standard for rainf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Mark Window orDoor Width Lin Slz L22 2'-2" 3'- 1_31 3 6. 4'- L46 1 4'-5" 1 5'- L50 5'-0" L'- LLO L'-8" 11- L80 8'-O' 9'- L90 9'-00 10, L90B T-O" 10' L IOO 10'-O• Ir- LIOOB 10'-0• 1 II'- L120 12'-O" 13'- L120B 12'-0" 13'. L140 14'-0' IS'- LILO IL'-O" m'- LILOB IL'-O• 11'- - ALL LINTEL: - LINTELS SH) - REFER TO ( LINTEL CON REQUIREMET - LINTELS OVI Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2" nails — ( 24" o.c.) supporting Max. 110lbs. uplift Aluminum Drip Edge G Fascia 12" 2" x L" Sub-Fasci Kaycan rull o vent vinyl soffit installed using 1/8" dia shank x 15' long gals. roofing nails with 3/6' dia. head per product approval - sea chart sheet #I 12" x 12" concrete column block fitted with concrete and (2) #1 bars Vert. tiaj'� into lintels above Iedge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer IL" below Finished floor 12 4 1/2' thick stucco on attached to hone ti framing with nails or no less than 1-3/4' horizontal wood framir into vertical wood fr Aluminum Drip Fascia Edge t Flash and Counter flash Nail ledger to gable end truss with (2) IOd " ils at each web \ lath 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 — Slope per Foundation plan R I II batts Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section Ceiling transition Insulation Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOc nails at each truss PRE-ENGINEERED I.I. e 24"o.c. TYPI i shop drawings by mar N m :3 rr X so s Ofa Q UJ �t a di N as w o O F- EC W - NvN "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish N Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute ♦— precast lintel filled with concrete and (U #5 111 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R1023_I and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" onlg proportioned er FBC RLO,.I �LOl.2.l. and Mortar points shall coinply wif h FBC Provide Dur-O-Kock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and () #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for J spacing at openings -4' concrete slab with Fibermesh OR 4"x4" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill 1111111111 i 1111111i111 Iil 1111 1 111111j 1''- 14" F I Twplcal Section at Front Force Scale : 1/2" = 1'-0" Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) suppporting Max. 1810 lbs. upllft HETA 20 Strap truss to wall using Simpson MGT wit 5/8' dia. 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 AI ICI 00o, I E 10% -'1 i I V�� IN NJ ON VIA AN W—A VE - �W' WMA 0 01001 IS MAE 14 1 W-WAA A no P, A Avg d WA A, 9A Ard W, Air VA"1A I qx IB'NNW fAttic Access . I r ETA 20 Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 2"4" o.c.) supporting Max. 1810 lbs. uplift CH A 2 0 a7 N 3 X s O� m to o tL D_ W a Lt N U U to 1O o0 F__� (n to V" ` N s O Q W O I Provide downspout —2-19 Obt. PATIO/SLAB PANEL "A" Pdes BR Load Wee Des#ription arc# arc# Description Wee Lead BR Poles 1 20 1.2 ku #12 Refrigerator I Ro #L 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 Lr kw #12 Kitchen S.A.C. 5 L DE #10 5.0 ka 30 2 1 20 1.5 kw #12 Kltchen S.A.C. T a1 20 #12 Bathroom Recepts 9 10 A #10 5.0 ku 30 2 I 20 1.2 ku #12 Dishaashef 11 12 1 20 1.2 ko #12 Microwave 13 I4 Air Handiar #10 5.0 ka 30 2 I 15 — #14 General Lighting 15 IL 1 15 #14 General Lighting n IS WH #10 5.0 ka 25 2 — 1 15 — #14 General Lighting 19 20 1 16 #14 General Lighting 21 22 GDO 212 0.51 KW 20 1 — I 15 #14 General Lighting 23 24 Spare — Spare 25 2L Spare Spare 21 28 Spare Spare 29 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description citti. I Watts Total(Watta) General..L19ht1ng..(3, watts..sq,.ft.)......................... pp Ran134..... Nance. Qrcwt(.$)............... I .................... .Rerrlgerator.................................................. Microwave..................................................... Dish . Washer ...... .................................. .. . .. . Clothes„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Clothes..Dryer................................................ ,Water. Heater, Garage. Door .Opener ....................................... 1135 3 5,205 2 3 OOO 14500, 2 000 12 000 1 1,200 1,200 1 1,500 1.500 1 1200 1 200 1 1200 1200 1 5.000 5.000 1 4,500 4,500 I 810 810 Total Watts 3SA15 First 10000 Watts 0100% 1 10,000 10,000 Remainder 25415 e40% 1 O 10.24L Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light $s Double Pole Switch ® Eyeball Recessed 18 Push Button Switch Exhaust Fan _9 Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Well Mounted Light U.P.F aterpr group fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TD Thermostat Electrical Panel ® ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling ran ® Television Jack 0 Telephone Jack Al ,c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP Into attic MCB PANEL AHU PANEL i 200a rated 200a rated meter can o meter can O METER METER Interagstem bonding Interagstem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL rods ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: I I ground rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verifu AIC/KIC Ratina brior to ordering equipment I. Use copper wire only from panel to devices 2. Provide and wire a l required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. T Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must complyg w/ FBC RM1602 9_ A/C Refri Brant lines that are run thru slabs must be sleeved ingPVC 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the Vent thru Soffit - 124 CFM 10xloxL MASTER' BEDROOM 124 CFM IOxIOxL 'J s i i i i F1� 12xl1XTd I� B/A 8x4x4 50 CFM PORCH IB2/ 2Ax10 F-1 J 141 CFM IOxioxl 141 CFM IOxloxl 8ir4i 4 I 9 CFM REATI ROOM LOSET I I a _ _ I DRYER ASHER U IL CFM 8x4x4 12xl2x8 4-JL I B/A L Ill CFM 12x&x1 SECOND BEDROOM 12xl2x8 B/A THIRD BEDROOM 100 CFM IOxLx( 150 Amp Panel GOLF CART GARAGE I I I I I I I I I I I I I I I I I I 15. Contractor shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date Of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. 14. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed In or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in working order. 23 All exposed wire below 9'-I" shell be installed in metal EMT Il. proper All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FBC RMI502 and telephone company. 18. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. NDRY 14l CFM 12' IOxlOxl I DINING ROOM I CAI M — — — — MLIOW ° I I I I I 124 CFM IO I 14" KITCH1EN xloxL 2Ox_20 MICROWAVE _ RNON-VENT 1 j R,rJA1 T 3a'CLEAR O L 7QIIinit OPENING L — — — — J 1 ILaI I W.}- 4 Steel Ballard I See detail on thi>fnl; %1to I 1 under disc. \ W > 1 1 — — — *1not shown for 0 1 1 22' x 54" I clarity $ I I Attic Access 1 Q I with light hR L----- �_� 8x�x� rt-4A CFM GARAGE r-----------------� I I I I I I I I I I I I I I I I I I I I 1 I I I Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradenaiascomcast.net 3 TON SEE MANUAL J' and Energy Calculation for Unit into Attic Ventingalc I Total Attic Space = 2101 sq. ft.F C 309.1 Venting Ratio 1/150 = 18.00 sq ft. required Provide A Continuous Vented Soffit Winne Building Corp. MODEL: THE WINDSOR REAR SO Vista De Laguna P O R C H Spanish Lakes RIGHT St. Lucie County Florida Date Drawn 5-13-20 Drawn by: c.c.u. Checked by: D.R.B. U Q MASTER BEDROOM -- 1 Ca 14,� I \ 0 CLOSE DRYER A R LAUNDRY I\ Cali SECOND BEDROOM/ I I I PORCH 96 WP GFCI \ GREAT ROOM DINING ROOM I � I �\ I e• / CAD R � I I GFCI N° e°G I D"retFeBrtco�rKi I I T� H E� I q,FC ��pp�yg�gqyy I MM-VERTE Jrci 3a ENINGR — — — J — 4_ — GFCI GFCI 5 / FQ W.H. THIRD U p \ 4 4' Steel Ballard BEDROOM-- - - -s \ See detail an this sheet 154?I xp ---� / = 224 x 54" S' -�rtat" Access i \ - 44 \ / < OPTIONAL PANEL I _8 LOCATION i WI / �� GARAGE FCI � 1 GFCI \ 150 Amp Panel Panel GFCI \ \ I 1' �p Jte caner \ GFCI r--------r79_--� \ r------ -®-------- I Garage / I Garage I Door I , I Door I Opener I / I Opener I GOLF CART; / =E) o GARAGE GFCI i I GFCI to galrage lights I I I I I I ELECTRICAL FLAN -----, Post Light with SCALE: 1/4" = I,_011 Photo cell iF Center Post Light between driveways Revisions REVIEWED FOR CODE COMPLIANC ST. LUCIE COO "I' Sheet E— OF 6 e Wire For Front Post Light Comm # 20B 91