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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411661.12 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 1.25" ring shank nails spaced 6° o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12" 12' .H. .H. 5/8" thick light textured stucco on typical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 Finish Columns with 5/8" thick x 8"W cut 5/8" thick cut coral coral finished stucco bands finished stucco bands (� ELF-\//4TION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 C 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 \ 12 SLOPE 12" 3 5/8" thick light textured stucco on typical concrete block construction '-0" = Finished Floor - -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION ELEVATION NOTES: 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" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails Spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach Z.)/ U 6111u>t u.uu u.vl 01 5LUCCO On Lypical conCreLe finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-O" unless otherwise noted on Roof law - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 5/8" thick x 8% cut-, coral finished stucco bands Product Approval Subraittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Expiration Date Design Pressure of Approved Tests 1,2,3 414 FL# I�i499.2 Single Hung Series 185 MI Windows and doors 6 x tlpcons w mi prig ation at max. rom each corner and L o.c. thereafter through Pf Buck Into solid ?filed CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 60 psf - 16-0330.02 Overhead Garage Door Model 824/811 9'-4' max. width 1G -O" max height DAB uta x I.' 5TF1 5=k to concrete block with i filled ce mt 0 $5 bar vert. using 3/8' x L' Hiltr HLC Sleeve anchors at e' o.c. th 1.25" dia. washers with min. 4' edge distance. Install track to buck g ng iD 5/IL" x 15/8' full thread lag screws m each bracket maintaining min. or 1.5' edge distance - GC to stmctlg adhere to product approval rovide 1/1L' ushnut washer on railer &harts. 10-9-21 + 50.0/-60.0 sf p B FLU 166-14.1 Fiberglass Desi nPro/ Smooth Pro Jeld-Wen _lco I/4" dia. tapcon with min 1.25" embedment at 3" max 'rom corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi WindOWS and doors L Ia. x �cona w min. Penetration at g max. rom each corner and I� o.c. all double row thereafter throu h PT Buck into solid filled CMU wall maintaining min 2.5' edge distance n strict adherence to the product approval. ± 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex ppiration Date Design Pressure 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" tapcon& with min 1 1/4" embedment penetration into each Mull Clip. Attach with to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11651.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing 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 lbfelt underlayment Installed with min. 4' side laps and 4" end laps fastened uith corrosion resistant tin caps and with 1.25" ring shank nails %paced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detall on roof plan - 108.5 PSF Siding Stucco on Block Soffit F L # 121981.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0.12"dia. x 1.5" Iona rina sank nails with /8" dia. head. +55.0/-35.0 PSF Hurricane Panels FI# 150%.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 SCALE: 1/4" = 1'-0" Interior Non-Bearin 2" OEM 5/8" thick x 8"w cut coral finished stucco bands Garage Finished -0'-4" A.F.F. truss bottom cord e _. _srmesh OR Cx6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Fartitlon nts SCALE: 1/4" = 1'-0" 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 spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tm caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detall on this sheet SCANNI BY ST LUCF- Imo' 12 -4 1 SLOPE Iiiiiiiii-ess- 1 n7I-ml ro I 71mill 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION /70r 01cy3 T, L1�tCrF' MtTN-rY FTTff nivC T11irTcTnv "I","10 FOR C IA 'CE KVIEU'LD s ' .AN ��'D tR-N T NTU5T RE PT ON JOB IN() �r�l' C 10S� VILL BE MADE. /8" thick x 8"w cut )ral finished stucco bands Aid. MANUPAMHtN LMU8 W40MNG U FACTORS AND SW COM WFSC ENERGY CUOE M E ITH REMAIN ON ALL DOORS AND W UNTIL INSPECTIONS ARE R ApPp� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REaU1RE0 BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 0"P6Y With AL* AppfrlCARLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8% cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CON7f2AC70R 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: Sth Edition and ASCE I-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Velocity: 165 mph ultimate Mean Roof Height- Il'-0" Roof Pitch: 4:12 Internal Pressure Coefficient: ± O.I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Ver--4 Heav--4 Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design Load Combination: ASCE 7-10 Section 2.4 OL+LL; DL+0.6WL; 0.6DL+0.6lOL 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:-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 psf 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 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: --I-S psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: 'j�j \� 1A Q L---,`-'K1zr� = 2.12 rrru = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 FLOOR FL,4N CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8"t 50 ksi 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!,2" 2'r" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m ° 2i2'- �. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. o 0 2�2 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 2%" 2�," handicap accessibility requirements. i2' i2' 12. Lowest finished floor to be set by Governing Building Department 6„ surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� 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 pper FBC R302.9.1 lb. 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x C P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R31� - see permit info box of code edition :..... :. 18. Gypsum board material shall conform to ASTM C3�, C19, C47S, C514, C(30, C931 p 1 C 395 CI 39� be C��O, C1002, C104�i,C11II, C1178, C1218, or and shall installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness 13ga 1 3/8" long with 19/64" head Ceiling Perpendicular 24" -1„ 12" OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR 0,080" dia. x 1 5/8" long witl, Walls Either 16" 8" I6" Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. 13ga 1 5/8" bong with 19/64" head Ceiling Perpendicular 24" -1" 12" OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail 6 OR 0.092" dia. x 1 1/8" long with Walls Either 16" 8" 16° Direction 1/4" head OR - ypsum board nail 0.0915" dia. x 1 -1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with _s 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 abproval i i 1a..__. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.(, A108.1, A118.1, A118.3, A13�.1 and A131.1 20, Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM all C1288, C1325, OR C1118 and insted 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 accompaneyin smoke developed index not to exceed 450 when tested in accordance wit> ASTM E 8�. Insulation shall comply with F.B.C. R31�. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 wood- 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C 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) IOd x I 1/2" nails ( 24" o.c.) supporting Max. 4 18101bs. uplift i Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installed using 1/8" dia shank x 1.5" long gals. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap — at each filled cell G,.a. TYFICAL Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) " \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) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar Cont. For bottom row over openings 1/2" dr wall over i" x furring strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" oney proportioned per FBC R607.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) 45 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 6 mil Visqueen over clean compacted termite treated fill _ T1—fT � W � Ml SECTION 14" MIM1111- x 14" Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Ell N_T.S. Head f ixed door sliding door AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 1-41 sq. ft. Rear Porch = 200 sq. f t. Garage = 321 sq. ft. Total Under roof= 2108 sq. ft. Total Cubic Ft = II,5L8 2' VTR JAL I I I 21' VTR Master Bath I I 1 1 . I La2v. I 2• 1 Lev. I 41 1 2" VTR 3C I JIL i 1 2. 3. shiur. Kit. Sink 1 I Kitchen 2 I I I Lay. 3- W.C. Bath #2 shwr. 3" 2- C.O. XTo Septic PLUMBING RiSER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment e n Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S l l d i n g D o o r D& t a l l I penetration at ." max. fromom each corner and 20." o.c. max At Masonry Wall thereafter at jambs per product approval) a m b NTS el— UU indoui Schedule 1„iark Size Rough Open. Window Description PRESSURE ZONE 1, 4'-5%a"x 5'-3 %" 54%8"x 63%," Single Hung ZONE 4 2. C-2%"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21 Y2" x 38 %8" Single Hung ZONE 4 4. 4'-5%8"x 4'-2 %" 54%"x 541'l6" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction [Door Schedule Mark Size Rou h Opening Door Description DDtion PRESSURE ZONE A 9'-Ol' X if-011 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �4" x 81 %2" ;r° CCe bottom Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold G 2'-8" x 6'-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" solid Core - Wood - 6-Panel J 2'-6" X C-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 al GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction 14'-O" 12" 8'-6" ,12" 00 00 - ° ° EGRESS 12" x 12" concrete column block filled with concrete and (2) #­1 bars vert. tied _ Into lintels above 0 Covered Porch ° o 12'-8" O N 00 O O ° D D EE °° © o MASTER I - °'� BEDROOM ° A.F.F.OD i v ~tA 8'-O" A.F.F. Vaulte Ceiling Flat Ceiling o o GREIAT ROM 0 " Rod 8 helf > > < >° ° 1 I I �- H Vanity to be I 1 t I -v N 34 %2'hI9 I N N -Ln o CL O 1 0 2" x 6" knee -wall 8`-O" to 9'-8" A.F.F. O below top VVI rr r counter Vaulted Ceiling 1 Ji DiNiNG cABINE Rod Shelf $„ �7S F\ I O w ��' \'�� �� ATH `� I - O W ° ° Vanity to be 34 %2 „ high - High Wall ° m KITC3'-81, I o Vent, Dryer - w through wall O L — _ I-I/2" - I 8'-0" A.F.F. Uver-fian'g — —kn\/ - Flat Ceiling ° ° d " (j o 101-51, T_(_ �31 Upper cabinets to extend over Ref. 3'-O"4" e'-1" c"y 2" filler -,I iv I i ef. R n ® BATH � anrng— �et� _ Rod t Shelf _O O R—II Batts nsulatron W H " <~ ) N O O / C in 1 # I 4"(P Steel Ballard See detail on thi�sl�et , I �„ _ W 1 22" X S4" � I y I ``� O _m in Provide auto I Attic Access O I N closer with light I O ---- d q 22" _ _ 8'-O" A.F.F. 150 ,4m Flat Ceiling P 4„ v,� n� -1 Meter 6'-0„ 11,_6„ Panel m n , m SECOND ,is GARAGE E ERGEN BEDROOM BEDROOM -� EGRESS O S'-4" A.F.F. 0011 MT E) O Flat Ceiling 0 0, O a O r-----------------1 EGRESS Block wall in 0 `n I garage to be I - E) (EC0�0 1 struck block i O I I O O I I _ COVERED 12" x 12" concrete column block filled PORCH with concrete and (2) Z bars vert. tie o O into lintels above Ln i I ® I I I O O 00 DD 00 ° ° — 00 2,-81 4,_2„ Install windows thru buck into block with 3/1C 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 ke 1" x 4" PT Detall at Windows Braden t Braden AiA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia5comcast.net Stuart, FL 34996 UAAC000032 I"x4" P.T. Buck nailed to 'block with case hardened nails prior to window attachment NTS Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior Face 2" x 6" PT Buck of wall Varies 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 D e t a i l at D oor prior to door attachment INSTALLATION NTS W nne Building Corp. GRAGE The Grdnd Carlton LEFT Spanish Lakes St. Lucie County Florida Date Drawn : Revisions Sheet Comm 4 5-9-1-1 Drawn by: C.C.U. 2 12-2� Checked by: D-R-B- OF 5 We �_ STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MiNiMUM OF 2,500 PSF SOIL q. 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 WERE 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. 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 I�. FOUNDATION PLAN 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 #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 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 1600 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 SCALE: 114" = 1'-0" for approval before proceeding wlth construction. 2. Contractor shall be responsible for Verification Of all Termite Protection for �GW notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 250C psf. Should any other conditions be the architect shall be notified led In Writing for revision Soil treatment used For subterranean termite prevention encountered, inside the foundation perimeter shall be done after all ,4. Verify all recess thickness at showers, tile, etc..., excavation, backfilling and compaction is complete. S. Contractor to provide filled Cell with concrete and I US bar Vert. at -48" If soil area is disturbed after initial chemical soil treatment O.C. max. Provide (1) filled cell on each side of openings up to S'-I1" Wide. area shall be re -treated With a chemical soil treatment Provide (2) filled Cells On each Side Of openings from so'-6" to 9'-11" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be 1n accordance With the rules and laws Contractor to See plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and Shall have filled Cells at 24 11o.c_ unless otherwise noted (See section) consumer services. �. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic pipin penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not L of cellulose I Contractor to provide for soil test prior to construction and provide containing materials and shall receive appllcatlon of a Copy of soil test t0 architect for review prior to construction termieide in annular space between sleeve and pipe. 8_ ALL Reinforcing steel shall be grade �0, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3 concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cellSECTIONS 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite i reated fill Grade III IIII IIII: ::�',:� IIII IIIII�IIIII � E _ ttl _ 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 3 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with f ibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #S bar cont Stepper o . foundation plan •'d 1O„ (2) #5 bars cont. bottom steel 12" 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 lintels above Verifg house slab height in field Top of f ooter 16" below finished floor "91 SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 45 bar continuous 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE 1 li li m ll ; f PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �SECTiONS Adjust curb height based on gar. floor 4" concrete slab with (ibermesh OR SIDpe. 6 x6 1*10/10 WWM on 10 mil Visqueen over bar in curb clean compacted termite treated fill Grade 0a — — IIII I I , 14"w x 14"d concrete monolithic 3 I Il footing with (2) #S bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Pilled 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 Double Filled Cell Column NTS Braden it Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 F : E-mail: bradenaia8comcast.net Stuart, FL 34996 UAAC000032 I u 141-01, 2 1 IIJIUI _i_i_'_i_ILi_�_�_� Il°JIUI I !� -----6� ----� I 24 fry_' I N I Thicken footing to 24"w x A"d x 24"L FI 1 under filled cell 1 under girder bearing. 34'-O" r• • e � �J)-------L__� --F --- ° I J Filled cell under girder above Rear Patio/Slab r to be poured separate F4 from the house slab. m k L--- —--———— — — — — —- FI 1 Rear Patio/Slab to be flush with bottom of ° sliding door recess. I _ Slope 1/2" 1 F- F- I IF- F- I'- I I� 1 FI I� 32'-8" H.B. 1 4" concrete slab with fiber esh OR O o 6"x6" 910/10 WWM on 6 mil V squeen over 1 clean compacted termite tr ated fill �I i 01 Fi I0 0 ° O a 0 0 A/C - $$ I I 4"0 Steel Ballard L filled w/ Concrete 0 �— W FS of �O� I I 1=01 O� Id L_-� E,nq Q)}� E I � u .33 � v I 0CA \ \ FI I oo"rr F51 _ �-------Jo T- T- O O I I ! I I O 00 X O — Recess for — — V — nn Garage Door -7 3is" 1 91-01l 3'-51, o F4 — F4 F F 2 6 _'I ll'-6" 6' 12" x 12" concrete column block filled with concrete and (2) #i bars vert. ti into lintels above FOOTiNG SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #S BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WiTH I #S BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #S BARS CONTINUOUS - CURB 8 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = U8 x 2" 3. Minimum Sheathing Thickness I9/32" CDX PI wood 4. Use nails or screws based on pressure for root' stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I C 6" 8d ring shank 45 psf Zone 2 .4" C 8d ring shank % psf Zone 3 .4" .4" 8d ring shank 84 psf ** Zone 3a �" I 6" 148 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 Verify with Plan Concrete /Lintel Column V+ 1 Rebar to Lintel 12"x 12" Column Block --,41 Rebar Provide #5 bars with min. 48 bar Provide 45 bar set in pre -cast diameters overlap Into beam. Tie lintel Into beam where length of filled cell steel into continuous g beam block steel. the opening calls for it. Provide Cast -Crete BUB-OB/OT precast lintel set in mortar r ' Min. 8" Bearing - - - - •-.�.�j• -;fit. ''�,, 4..:41 1, CBS WALL Provide PT Buck ':1 Poured Filled Cell attached per ,iamb I:j, a details into filled cell 4" Pre -cast Provide 45 bars with min. 48 bar 1 diameters overlap in filled cell. Tie filled cell steel Into continuous footer steel. Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of truss with IOd x 1.5" 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 48 Bar Did. Min. Overlap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING 4tta m n t AT CENTER BEARING POiNT NTS 1/8" thick light textured stucco installed per T B EA �1 SCHEDULE ASTM C 926 over AS 1 M 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. Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 2L dqa. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws wtth self sealing washer at 12 o.c. max spacing over ASTM D F „ (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 BI Two rows of beam block filled with concrete and 1 45 bar continuous in each row. Hook vert. bar over top bar with #5 90° bend bar with a 10" min. la at to bar. P P Additional Precast Lintel #5 bars ' CLEAR Lintel Length Bar Length Clear Span n " AB Bars 11ii Bars 2,=3 ;•;'. i ► t t r `: r 2'-10" 2'-8" i'-L" none 3'-C 31_411 2'-2" 2,93 none eFe-OBAT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none - #5 bars CLEA ".'.!r` 4'-L" '�'-4" 3'-2" 2,1t3 none - One Row of "H" 5'-2" 4'-0 2,43 none =t Block Above ` 2,U4 none r .l Precast Lintel 6'-4" 5'-4" 2,U4 none ? t Additional i #5 bars ----�' 7'-L" -1'-0" 6'-2" 2,#5 none BFIL-IBAT BFIL-IB/2T 8'-4" T-10" T-O" 2,U5 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for remf, steel=ASTM ALiS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r01 LINTEL SCHEDULE Mark Window or 0oo Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above �� Bottom Steel size Top Steel Size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" eFe-OBAT I #5 3001 1569 1024 1_31 2'-4" 2'-8" V-1" 4'-0" 8F8-OB/IT I #5 2561 1363 163 L45 4'-5" 5'-10" BPS-OBAT I #5 1105 909 339 L50 5'-O" L'-L" 8F8-OBAT I #5 1238 835 121 LLO 4'-8. T-L" 8F8-OBAT I #5 1011 -121 534 LBO 8'-0' 9'-4" BPS-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" 10'-L" 8F8-1B/2T 1 #5 2 #5 L43 530 401 L90B 9'-O" 10'-6" 8FiL-8/2T ONE 1 #5 2 #5 1533 1183 401 1_I00 10'-0" II'-4" 8F8-1B/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFIL-6/2T ONE 1 #5 2 #5 1364 1028 452 L120 12'-0" 13'-4' 8F8-iB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-6/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" BFiL-iB/2T ONE 1 #5 2 #5 1250 409 259 LILO IL'-O" 11'-4" 8F8-IB/2T I 1 #5 2 1 #5 300 192 1 194 LILOB IL'-O" 1 IT-4" SFiL-8/2T ONE I I #5 1 2 #5 950 500 I I94 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101bs, uplift 12 4 Aluminum Drip Edge is Fascia 2.4,1" Co Crete Anchors Per Poured Concrete or Ma ufacturers Specs concrete block wall \ ,l/4"Max. 2 Poured Concrete concrete block wall \121 \l� Concrete Anchors Per n Man upacturers Specs 2 Flash and Counter " flash Nail ledger to gable end truss with (2) IOd ils at each web I I 1 I I I t i I I I I Aluminum Panel Sizes per manufacturer - See Typical Stud Detail 7/8" x 3/32" wing Nut w/ '2 appropriate washer and spacing per manuFactOurLer's Details a 3" c c v A Flush Mounted Shutter Detail Stud Detall Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERf-D WOOD TRUSSES > 5 24"o.c. TYPICAL ( shop drawings by manufacturer ) to to Brace Gable end with 2" x 4" SY1 aft back nailed t of top chords usit nails at each true Aluminum Drip �" Edge t Fascia 12" 2" x L" Sub-Fasel Kaycan full o vent vinyl soffit installed using I/e" dia shank x 15" long ga1v. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous i/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 vertices wood framing members..::::�__ 5/8" thick light textured stucco on typical concrete block construction V1��� Varies - see p \R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth Finish a Two rows of beam block filled with concrete and (1) 45 bar cost. in each row- Substitute precast lintel filled with concrete and (1) U5 bar Cont. for bottom row over openings 1/2" dr wall over I" x furring strips a IL" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RL01.I and Mortar joints shall comply with FBC R60�.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) = M #5 bar vert. w/ 30" overlap p at each filled cell Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia, threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or In epoxy with truss. Add blocking to on this sheet % ( 24" o.c.) ti-}�T,q 2O 1810 supporting Max. pp g lbs. Uplift L90 LLO L90 BI BI BI T O i 00 B I L90 � LLO: � < LU 12 :3 ~ \X// B I L45 : I I U ca 12' cn u-o 2 X11 1 6 LOP < �C I I U LLI Q +, Q oLU E=E CL `> L31 B I toLU U B L45 O'+*�� - O— l.l�� 0D — — v O 111�� — — --- ��-9r-- —--- Q I Gulf Coast Supplu and MFG 5v CrimD Metal roofing FL #II1.51.12 LU woo screws with s QL -� (type 2) 30 lb fel -rov -atO If sealing washer at 12" o.c. max spacing over ASTM D underlayment installed with min. 4' side laps and L" end laps fastened with orrosion resistant tin caps and with 1.25" ring shank nail to trusses usilig attachment cletall on this sheet A IW/ B1 V, X 3 . . . . 1 Attic Acce" 4 FS L O P E with fight J I I D b ttom I 8'—O" MAX. T p ) P o INT I I g1 ig (2) IOd —� O (2) RU SE I I -- -Br--�� I 12„ L31 BI I I FLFL I I I I I I 1 I I BI O L45 BI 1174 a BI ,n <7/r BI m f- W ul IL lm s P HET L50. a S Bi Arricaile an hor t o truss .. LO ( 2 o.c sup ortl X. BI Bi 1810 lbs. uplift LO L90B A. HETA 20 O W w U) X OUrn N � O R a LLI � � U w a OD E_ z — tn U (4 7 BEYOND Rear Patio/Slab to Fill cell with concrete and #5 bar vert_ (typical).FL/4N ROOF be flush with bottom of sliding door recess_ Wood Max. spacing shall not exceed 48" unless otherwise noted Top of footer Base see foundation plan notes for at i II OVERHANGS AT 1 -O UNLESS OTHERWISE NOTED ON THiS SHEET IL below finished floor Step per foundation plan I spacing openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET t `s Slope per foundation plan L"xL" Flo/lo WWM on L mil Visqueen over clean compacted termite treated fill - 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 I I INI�ii- — '.:,;• `; 14" 8TO - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR ,. CONSTRUCTION FOR LAYOUT AND UPLiFT VERIFICATION 1111— T (cal Section at Front Porch - CONTRACTOR TO PROYiDE FOR CORM BOARD SURVEY AND TO PROVIDEd Scale " = '- " FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION . Braden t Braden AiA, PA Wgnne Building Corp. Date Drawn Revisions Sheet Comm # Architects — Planners _ 5-9-11 411 S.E. Coconut Avenue Tel (112) 281-8258 The � rand Carlton GA��GEDrawn by: -4 — 122� C.C.U. Fax : (172) 281-8283 E-mail: bradenalas'comcast.net Spanish Lakes Checked b�: Stuart. FL 34994 #AAC000032 St. Lucie Count( Florida D-R_B_ OF 5 COSil PANEL "A" circ# Description Wire Load BR Poles Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 #6 12.0 kw 50 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw 412 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 1-1 18 Recepts #12 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw 412 Garage Door Opener 23 24 Recepts tt12 20 1 1 20 1.4 kw 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 2i 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 412 20 1 I 20 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 S are 41 42 S are PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watts) General Lighting (3 watts sq. ft.) Small. ,,4,pplian,ce, ,C,ircuit(s).......... . . .... . . . ................. . Range......................................................... Refrigerator Microwave..................................................... Dish Washer .Clothes. W.psher.... . .... . .. .................................. ,Clothes, .Dryer ................................................ Water Heater Water Pump .Garage Door Opener ......... . . ..... ........ ........ . 1135 3 5,205 2 1,500 3,000 I 12,000 12,000 1 1200 1,200 1 1,500 1,500 I 1200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1800 810 1,800 I 810 Total lUatts 31,415 First 10000 Watts e100% 1 1('),000 10,000 Remainder 21,415 940% 1 10,966 Electric Heat or A/C 10,000 965% 1 1(i.000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps' Electrical SlUmbol Lie S Single Pole Switch ® Recessed Can I ight 53 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =E)clinterru Waterproof ground fault circuit PC with Pull Chain (attic) I Computer Conner tion Jack Flood Light Electrical Panel Electrical Meter Ceiling fan ® Floor Duplex Outlet © crr Carbon Monoxide Detector �2 TQ Thermostat m © Central Vac rc:::� O Smoke Detector Television Jack Telephone Jack AC cxs c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sP1cR Speaker Hook -Up Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AiR Electric Notes: I. Use copper wire ono aluminum. 2. Provide and wire Alall 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. q. A/C Return Air Balance Must comply w/ FBC RMIL02 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 fully 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. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years 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- 163 CFM IOxIox6 MASTER BEDROOM 163 CFM loxlox6 12xl2x9 B/A Pr-, R--i go 12xl2x9 B/A PATIO/SLAB GAR lAT RO M 169 CFM Center Registers IOxlOxl Ion ceiling \ n 149 CFM IOxIOx71 H.B. CLOSE I ` CFM ° 8 x4 x4 Sox I I 8x4x4 J 12" 1 3 CFM -`1 Vent- ---- - ' � i I � 1 DINING Soffit ATH �� ~ 1 ROOM io° 20 C' 8x4x4 A/C #I Meter ISO Amp Panel 153 CFM 12 xl2 x'l ............. W.H. r 22" x 5 � I Attic Ac ess with light L_____J GARAGE r----------------- I I I I I I I I i I I I I I I I I I I I I I I I I M F. C J /4 N I C /4 L "4VOUT SCALE: 1/,4" = I'-0" 11. It is not the intent of these plans to show every minor detail of construction. The contractor Shall furnish and install all items ford complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the Iocal electric utility and telephone company. 19. The electrical system shall be completely and effectively 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 q -I shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 R7A1 20x2O T I j I J 1 I I F Lu :3 O I I Q� II I iL--� �' i Lc__I! 232 CFM 12x6xi e4xSECOND �xCP \� BEDROOM i j 12xl2x8 B/A COVERED PORCH A/C disc. 150 #2/0 Aluminum feed MCP I %," Conduit PANEL 7MT:E� 2AH 2" PVC ( FPL)-� 2" rigid service Ff'L Bare #6 copper wire to 45 cont. rebar in slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru Soffit • B • Architects Planners 411 S.E. Coconut Avenue B E-mail: bradenaia15 comcast. met - Fax (112) ::: Stuart. FL 34996 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulet under disc. not shown I clarity _ 0 ELECTL PLAN PATiO/SLAB SCALE: 1/4" = 1'-0" Attic ventincq Calculations FBC 2309.1 Total Attic Space = 212-1 sq. ft. Venting Ratio 1/150 = sq, ft. required Rrovidle A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Post Light with Photo cell I Date Drawn ; Revisions 5-9-1-1 GARAGE Drawn by: LEFT C.C.u_ Checked by: D.R.B. Sheet Exhaust Duct Thru Soffit Wire For Front Post Light Comm It 12 2� �. `, �