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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #IIL51.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D PP 9 P g ttype 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and 21 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end deck to trusses using attachment detail on this sheet 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 12 12 SLOPE 1,4 4 SLOP 8'-1" T.O.B. 12" 12" 12" 2" H. .'. H. H O H. 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands O'-0" = Finished Floor Finish Columns with 5/8" thick x 8"w cut 7�'Finish Columns with 5/8" thick light textured 5/8" thick cut coral coral finished stucco bands 5/8" thick cut coral stucco on typical concrete finished stucco bands RIGHT ELEVATION finished stucco bands block construction RIGHT I SCALE: I/4" = I'-O" REAR ELEVATION E+-E Y AT1®I `6 NOTES: SCALE: 1/4" = I'-O" - Overhangs at I'-C" unless otherwise noted on Roof Flan - ROOf pitch at 4:12 Unless Otherwise noted Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 911651.12 - ,bt n Changes t O this I S Plan n shall be submitted b m i t t e d t O the architect wood ga. re crimp metalslingroofing attached to plywood deck using over x I.5" pwood screws with self sealing washer et 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end for approval In writing prior to starting Construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 /� III spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - R e t U r n ,4 L Stucco a n d S into t O Window n d Ow Or OOr. . deck to trusses using attachment detail on this sheet 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 12 4 SLOPE 12" °" 5/8" thick x 8"w cut nd�,.. 3 coral finished stucco bas 3 5/8" thick light textured stucco on typical concrete block construction Finished Floor I __-___ _____-_ LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT Expiration Da Design Pressure of Approved Tests I,2,$ t4 FL# 239.9 Single Hung g g $H-1100A Im act PGT 5/1L" I/4" die. r produ w/ pr 13/e" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 45.0/-80.0 PS A 16-0330.02 Overhead Garage Door g Model 824/811 9'-4" max width 1L'-O° max hei lit 9 DAB a $5 h"r"vxc eery 9/9' z Hilu HLC salve anchoa n a' x th I. a° t S qt duunce. Inar,( er t4 hook 4y x� e a aatcnr�atu m .aeh'b a�:t waema wn. I�ey'Y eaye 6aat I"""aCd to slier W adhrre to prodnt approval r""ide lix. iEr o" Mix La 10-9-21 + 50.0/-60.0 par ei FLU ILLl4.l Fiberglass Des nPro/ Smoogth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and n.5" o.c. max thereafter in head and uamba + 50.0 PSF C FLU 251.4 Sliding Glass Door Series -110 SGD PGT 1" nom Type "GSA" 1/4" dia. tapcona w/ min. 1 3/4" penetration to ha miinc2 1/2" edgecdistaancesaspecifiedrin Product a approval + 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method E Srration D% Design Pressure of Approved Teats MullionsInstall FL# 241.1 1" x 2 3/4" x .3T5° PGT er fastener tgpe and spacings shown in Table IA and IB rn product approval on sheet 5 of 22. + 58.0 PSF ROOT FLU 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 26ga. 5v trimp metal roofing attached to plgwood deck using 29 x 1.5' mood 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 stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detesil on root plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using I dia. x 1.5 Iona rina sank nails with /8" 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 ) SCALE: 1/4" = 1'-0" e 5/8" thick x 811w cut --- coral finished stucco bands 2" x 4" top plate 1I '1/2" drywall ceiling an truss bottom cord 1/2),drywall on 2" x 4" studs at 16" O.C. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net 12 4 1 SLOPE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. II REVIEWED FOR CODE COMPLIANCE 12" ST. LUCIE COUNTY H. BOCC O 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral FILE C0 block construction 2may- finished stucco bands FRONT ELEVATION SCALE: 1/4" C6B J7,p2Ci 3 i J ALL CONTRACTOR WARRAN-Ra BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE UJynne Building Corp. THE STERLING Spanish Lakes St. Lucre County Florida PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: loth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor : II Wind Velocity: IL5 mph ultimate '- " Mean Roof Height: Roof Pitch: 412 O.1c,irci Internal Pressure Coefficient- ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-' " Wind Speed: I13 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height. 1.21 x O.L = 0.12L ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Roof Zone: 2. +20.4/-51.0 per Roof Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width: V-4" Components It Cladding Wind Pressure (NET) Wall Zone. 4.+35.8/-38.1 pat ED= Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ®= Roof Zone 2 Yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS M= Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 Pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 45 Pat FLOOR DEAD LOAD: 10 oaf JOB ,ADDRF-55: \;, MODEL: Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. Sheet Comm # 1 _ I�-3oo B OF 5 1V_r)" FLOOR PLAN � (' FPA(;-A POST i)FT.411 TYPICAL NOTES: SCALE 1/4" = 1'-0 " high by I. Contractor to verify ALL notes and dimensions prior to 36" 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 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 F.B.I. fiber stress. `" 4. No dissimilar metals to touch. 2%" 21h° S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" ALL Concrete used for vertical filled ® cells, Cont. tie beams etc.. to O Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3/e„ 6. Drywall at ceilings shall be leveled and attached to bottom chord t- 1. of trusses with screws per FBC R102.3.5, ALL wood in contact with concrete shall be pressure treated. o 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibil°t(g requirements.• h„ 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4°t 20 min. rated door EH. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation In x 6" 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 attachmen with F.B.C. R316 - see permit info box of code edition 18. sum board materials all conform to ASTM C 6 C19 C 15 C51 C6 O C 1 Gyypp h 3 4 4, 3 93 be ,'. C40, C1002, CIO41,C1111, C1118, C12-18, C1395, or C1396 and shall installed according to the following: (FBC R'102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options For drywall into spacing installation of Maximum Nails Screws wood framing members 2" x min. thickness Ceding Perpendicular 24" 1" l2" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either 16" g" I6" Direction 15/44" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" log with 19/64" head 0.098" diameter x 1 3/8" long / annular -ringed or bd cooler nail OR Walls Either 16^ 8" 16° 0.092" dia. xx 1 -1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with_ I I/2" penetration at 6" o.c. max. from each corner and 20_" o_c. max thereafter at head per product approval Use SAL" 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 arc 19. ALL ceramic the 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 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 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" (xc.) supporting Max. 1810lbs. uplift I - Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kegcsn full o vent vinyl soffit installed using 1/8" dia shank x 15" long galy. roofing nails with 3/8' dia. head per product approval - see chart sheet al 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert, w/ 30" overlap - at each filled cell 'III-1I I1=�1 12 4 u]IIIIcl TYFICAL SECTiON PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall 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 (U #5 bar cont. for bottom row over openings 1/2" dryywall over I" x furringg strips of 16" o.c. with R4.1 frfod -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainingg A5TM codes. Mortar to be Type "M" onT,g proportioned per FBC R601.1 and Mortar Jonts shall comp with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex_ showers, tubs etc__.) Fill cell with concrete and (1) #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"xV #10/10 WWM on 6 mil Visqueen over ,/ clean compacted termite treated fill �I11= In1 14" x 14" Concrete footing with (2) #5 bars cant. and #5 transverse bars at 48" o.c. : 1/2" = 1'-0" Masonry Beam I N.T.S. 2Md fixed door sliding door 1 1/2" Sill Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,41.4 Sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR ILA e 12„ 12. 1 r LA' r 1 LLAY-1 �„ 1 11 )III\\\2 2" l LAUNDRY n aBT-1 3" Y �2" AAV JL2' VTR 3„/ s-i i� Lr KTICHEN 2" 1 2" LAV-1 2" 3 PLUMBiNG RISER we-1 BATH #2 All To Septic I" x V P.T. Buck nailed to block with case hardened nails a prior to door attachment L Masonry Wall ypical Flooring �.< s•:.r 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 iambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%8"x 5'-3%9" 54%8"x LS%4" Single Hung ZONE 4 2, (.'-2%e"x 5'-3%a" 15" x L3i4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 27%'x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2ie" 54ie"x 54N' I 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X V-8" 41'/;'x 83%+" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-an �4" x 1 '/," or "was Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x el %2" E 2'-6" X C-8" Solid Core - Wood - 4-Panel F 5'-0" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x C-8" x 1 s/;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-e" Solid Core - Wood - 4-Panel J 2'-6" X 6'-8n Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold L I'-6" X C-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 14'-0" 10'-0" 12" 10'-0" 12" Opt. PATIO/SLAB EGRESS 12" x 12" Concrete column block filled with concrete and Q i (2) #T bars vert. tied into 1 lintels above r 12 -s Covered Porch ° Provide screen infill below E `li 00 O 00I I 1 10 1 1 1 1 10 1 EE E ^ E e- MASTER uo= BEDROOM l 8'-O" to 9'-8" A.F.F10 . _ 'r m a Ah 8'-0" A.F.F. Vaulted Ceiling "' g=N Flat Ceding " G R E,vyIT if o RO®ij 1 E E I � Rod -01 H B Ithell Vanity to a we CIA 1 2" x 6" knee -wall 8'-0 1 to 9'-8" A.F.F. n ° rr r J 1 g[ below counter top faulted Ceiling cLo ET 1 [DINING LINEN J 8" ROOM CABINE Rod t Shelf Q w ° DW- I\\ �� W i \ \ I Vanity to be G r O ,4TH ° \ \ I 34 Y. high I I 1in E High Wall KITCHE 0 .r Veni Dryr through walle O t I dh 8'-O" A.F.F. e'iverZiang _ Flat Ceiling ° d HQ " °FU 10'-5" 4'-1" w E B. pper ca inets to D ext over Ref. 3'-O"4" 10'-2" O " 2" filler In I E :.Aj�•' BATH r ei ening - igrailaVe - Q Rod t Shelf R-II Batt naulatien W.H. aLj I ® � _ ;1 Cr A/C i tt l Steel Ballard See detail on this s eet w I til Provide auto 22" x 24" n closer Attic Access S I E (] nth light I 4 _ - - _ J 221,_ 8'-O" A.F.F. 150 Am Flat Ceding P « 4" 13'-6" q Meter _0,- Panel m m a © SECOND NCL E C,�,4R,4C"�E E Y BEDROOM �_ ERC GxE A.F.F. EE MT E ° Flat Ceding E E " " \ o,, ° O O i r----------------- 1 EGRESS E `r I Block wall in " I garage to be I I struck block ° 3'-1" COVERED 12" x 12" concrete colurin block filled PORCH with concrete and (2) #1 bar5 vert. tied - p into lintels abo a to T 2" I ® I EE EO 00 o ° N - iEWE O" 9'-O" 3'-5" 2'-8" 2'-8" " E 6 - I ®FOR CODE COMPLIANC " L CIE COUNT) l ^t%^ Install windows thru buck into block with 3/1V tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be In x 4" PT P.T. Buck nailed to block with case hardened nails Detail a t W 1 n d ow S prior to window attachment Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (712) 281-8283 E-mail: bradena°agcomcast.net Stuart. FL 34994 #AAC000032 NTS Wynne Building Corp. TH STERLiNG Spanish Lakes St. Lucie County Florida n.rvvV 10 a- E r Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max Exterior face and 4" max from each corner thru 2" x 6" PT Buck FILECopy of wall �+ arias 13D INSTALL VULKEM BLOCK SEALANT #8 wood screws thru jamb into buck ON ALL JAMB, HEADER, AND et each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS Date Drawn Revisions Sheet Comm # 3-21-20 GARAGE Drawn by: LEFT C.C.U. 2. I�-300 Checked by: B D.R.B. OF 5 L 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. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUND,4TION 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 Ul EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, d 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 1400 PSI G. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. 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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vartoverlap w/ 30" overlap Fill cell with concrete and (1) #5 bar vert. (typical). Thicken edge to VxV fll d SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilhng 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. at each I e c Max. spacing shall not exceed with concrete and 4" concrete slab with flbermesh OR Woad 48" unless otherwise noted one #5 bar continuous VxV #10/10 WWM on IO mil Visqueen over Base see Foundation plan notes for clean compacted termite treated Fill spacing at openings GRADE 4" concrete slab with fibermesh OR VxV #10/10 WWM on ( and Visqueen over "`::'::i'c:j7 ':;'; clean compacted termite treated fill au in Grade to — — -IIII— 11 III :. TYPICAL FOOTIN 14"w x I8"d Concrete footing with (2) #5 bars cont. and 45 transverse bars at 48" o.c. DETAIL J SC..HLC I/ Al 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 2) #5 bars cost. bottom steel E STEPDOWN PORCH SLAB EDGE DETAIL #5 bar cont. in curb Curb height Wood Verify based on Base foundation plan / Contractor to provide proper foundation chairs for proper steel installation 30Ifm1n. SCALE 1/2" = 1'-0" I #5 bar vert. w/ -30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (l) #5 bar vert. (typical). Filled Cell Masonry Column With One -Max. spacing shall not exceed #5 FFtTO Tie Beam 48" unless otherwise noted From Footing 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 /cl an coin WWM on 6 mil Visqueen over O / clean compacted termite treated fill "''" ��• =IIII—IIII=IIII Single Filled Cell Column `_IIII -I °� NTS 14% x 18"d Concrete Footing with (2) 95 bars cont. and 45 transverse bars at 48" o_c. ARAGE CURB DETAIL 12' x 12" concrete column SCALE I/2" = I'-O" block filled with concrete and (2) III bars vert. tied into hntels above ° T of Tooter "''''io'•. 16 below finished floor 12' I I I I III I I I IEm I I I I I I, i I . ICI 4I I I=I ; I I I I II_ I ' `' ` " ` ' 30"x30"xl6" concrete q column footing with (4) 2" x 6" PT wood secured with -IIIIII= 11 i I #S bars edGh Wdy 1/2"dia. x 4" expansion anchors \ ����—��1 with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval 30" Garage Door Jamb Detail �j COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS C �P"'e1 r= I/� = r_n IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden Ill Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia9comcast.net Stuart_ FL S4996 #AAC000032 0 I 'v- 14' -O" r--_---_ I I I i 12" 10'-0" IOC . PATIO/SLAP v I l -- —� L-- F --o —"° � ----F -- �° © - © I Rear Patio/Slab to be poured separate w from the house slab. g E 12 8 �I w O 24" Thicken footing to J I FI 24% x 14"d x 24"L `_n N I under filled cells 7 1 under girder bearing. <] — r OE E 00 O ° ° L— — — — — — — — — — — — — — — — — — — — — 1 E I Rear Patio/Slab to be flush with bottom of FI 1 sliding door recess. Slope 1/2" I i I o I 11 I �I I I E I FI I H.B. I a Vanity to be Imo'-34Yz"high 4" concrete slab with flbermesh OR O1� 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I E,I II a \ - I I II FI I o I I I I I CM FI I p E I E o �J --� — r -------- W.H. I� A/c E — �- I I ail I 400 Steel Ballard I — — I L filled w/ Concrete® \—) I F& ; I I I�ol I OI a�- I IFQIa1 I� L I E a oWi I I FI I I 4I I I " Et! I I FI I r ��E I LZI O In o ° FI co EI v=3 E \ `u0 I goy N F51 --- ------ ° FS - i# V) W I = ° E T T T T T T ° E � U I O w 14'-6° I o �I -4 b„ I EL— Recess for 00 E° Garage Door EE ---- I Ft I r ——— — — — — -- 12" x 12" concrete column bcltr fills 9'-0" 3'-5° with concrete and (2) 97 barsfft. into lintels above Wynne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida N 1 H.B. 0 0 Ln I (A v WED FOR MPLIANCE CIE COUNTY BOCCI FOOTINGS SCHEDULE., Description 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS oSize 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"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x IS"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn Revisions Sheet Comm # 3-21-20 GARAGE Drawn by: LEFT C.C.U. 3 Checked by: B D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for root stated in permit info box on these plans for zone 3 KM Area Ede Field Fastener Pressu re Zone I (11 61,8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 4° 411 8d ring shank 84 psf ** Zone 3a 6" 48 wood screw 112.5 psf, ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans for zone 3 Verify with Plan Concrete / Lintel 12"x 12" lumn Block "1-1 Rebar Rebar 1.48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete BUB-OB/OT precast lintel set In mortar Min. S" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. 11Z .1 + fi t'� [{a Provide PT Buckattached ,r er t . i details i to filledcal 4" Pre -cast r Sill Z..'., zz I: 4 1. ; fd [ .: ,1 Poured Pilled Cell Provide #5 bars with min. 48 bar ,smelters overlap in filled cell. Tie filled cell steel into continuous rooter steel. 1 g I Concrete Footm i' Y • g J.+ L it rooter schedule for seeexact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with 10d x 1.5 nails at 4" o.c. v Install Simpson MGT into wall usingg t+ 5/8' die. threaded rod set min. 12" \ :into wet beam and (22) IOd nails into truss R-II batts TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT -1/8" thick light textured stucco installed per ASTM C 924 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 L" o.c. in field \ and edges with IOd ring shank nails into studs. �\ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to pigisood 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 deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bara x Lintel Length Bar Length Clear Span u n A Bars n n B Bars T-10" 2'-8" 1'-6" 2,#3 none 31-C 3'-4" 2'-2" 2,43 none BPS-OBAT SIPS-IBAT BF8-I15/2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none #5 bars CLEA "•i. ,;+ 1 4'-6" 4'-4" 3'-2" 2 #3 none ne Row or "H" .•':;;i;:; Block Above 5'--4 5'-2" 4'-O" 2 #3 none Precast Lintel r,:':a%I-" 5'-10" 5'-81, 4'-6" 2,#4 none + Additional "'`'' 1 6'-6" 6'-4" 5'-4" 2,#4 none 45 bara y, ---- JF T-O" 6'-2" 2,#5 none 81111I6-IBAT 819I6-IB/2'r T-10" T-0" 2#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=l.5" 2. min. bearing required a ea. end-8" 3, standard For remf. steel=A57M A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification owe of "H' Block Above " Bottom Steel S12e Top Steel Size Max Grevitg Load (PLP) Max. Uplift Load (PLF) Max. Lateral Load (PLP) L22 2'-2" V-6' SIPS-OSAT 1 #5 3069 1561 1024 L31 2'-6- -8 4'-0' 8P8-OBAT 1 #5 25LI 1363 1L3 L45 4'-5' W-10" eP6-09/IT 1 95 1105 909 339 L50 5'-O' 6'-6" 8P8-OBAT 1 #5 1238 835 121 LLO C-8' T-6" 81"B-OBAT I #5 1011 121 534 LBO V-O" 9'-4" BPS-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O' 10'-6" BPS-IB/2T 1 #5 2 #5 L43 530 401 L90B 9'-0' 10'-6" SFIL-I13/2T ONE 1 #5 2 #5 1533 1 1183 401 WOO 10'-0' II'-4' 8P8-I5/2T I 1 #5 2 #5 582 494 452 LIOOB 10'-0' II'-4' 8FI6-I5/2T ONE 1 #5 2 #5 13LL 1028 452 L12O 12'-0" 13'-4" 8P8-I5/2T 1 #5 2 #5 411 428 324 L120B IT-O' 13'-4" BPIL-1B/2T ONE 1 #5 2 #5 1015 110 324 L140 I4'-Ow 15'-4' 813I6-I5/2T ONE 1 #5 2 #5 1250 L09 259 LILO I4'-0" 11'-4' 8P8-IB/2T 1 #5 2 #5 300 192 194 L160B 19'-0" 111 BPIL-IB/2T ONE 1 #5 2 #5 950 I 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24' 01 supporting Max. 1810lbs. uplift Aluminum Drip ! " Edge t Fascia 12" 2" x 6" Sub-Fasci Kagcan full o vent vingl adfd installed using 1/8' dia shenk x 15' long galv. roofing nails with 3/8' dia. head per product approval — aee chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tivI into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor 12 4 Aluminum Drip ' Edge t Fascia Flash and Counter Flash Nail ledger to gable and truss with (2) 10d ds at each web Trusses at 24" o.c. see shop drawings bg others vFrame ceiling transition I' as needed using metal studs field verify exact configuration and sizes elling transition insulat Brace Gable end with 22' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss R-30 Batts -R-II batts Orgwall ceiling see typical section etall ntS RE-ENGINEER-f-D WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) O LLI 04 in to x Jr Om UP cv v +J 4, ° 1''a a F-n. n =r in d o i(o in o O fL E_�= OD O Nutt " y r :1 Brace Gable and with 2" x 4" SYP #2 min. art back nailed to bottom — of top chords using (2) IOd nails at each truss IMAMa o c " R-30 blown fiberglass < in bottom chord of trusses p m -1/2' drgwall with smooth frnish io o = Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings w N 1/2" drgwall over I" x furringg 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 - and shall meet all pertaining ASTM codes. Mortar to be Tgpe 'I orI proportionedper FBC R601.1 and Mortar joints shall comply with FBC 101.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc- --Fill cell with concrete and ROOF FLAN (D #5 bar vert. ltypicaD. 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 VxL" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill , _ _ IIIII�II�I�IIII,,II�I= 1111=11111111=Illl�liill iii�-�iiiliiillll��� II... 1�II-IIII1I1I 1iii=il�=lill 3 Tplcal S�ctlon at front Porch 5/8' thick attached to framing with no law than horizontal wo into vertical hi —rib lath vertical wood s to provide :ration into 3/4' penetration members 5/8" thick light textured stucco on tilpical 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 a Slope per foundation plan mT 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 either wet set or in epoxg with ( 24" O.C.) supporting Max. (22) IOd truss leg nails into per detail truss. Add blocking to on this sheet HETA 20 1810 lbs. uplift 17FAA liono Im I , r` VAW ali sale �cing over ASTM 0 go shank maill Frau 46 all lap* Gnu LING` *601d�d TOI Tecc'!71o"trcI using attachment detmfl on this sheet 22 Atta MI WED Nis rim IY 60 I� HETA 20 O Q tu O 1- W W 4 V� Ol to a U 0,10 to LU F- ly Lll U-l1 LLI ®u) Z 't- �+ Z W �v I W L IL EWED FOR W OMPL CIE COUIVT'�`' BOCC — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT '4:12 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 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY _PRIOR TO TRUSS CONSTRUCTION -2-19 PANEL "A" Poles SR Load wire Description aire# ore# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Rc #L 12.0 km 50 2 1 20 1.2 kw #12 Cloth" Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Dr er $10 5.0 Ica 30 2 1 20 1.5 Its #12 Kitchen S.A,C. I a 1 20 - #12 Bathroom Recepts 9 10 Air Condenser #10 5.0 ku 30 2 1 20 1.2 kw #12 Dishwasher 11 12 I 20 1.2 kw #12 Microwave 13 14 Air Handl #10 5.0 kw 30 2 1 15 - #14 General Lighting 15 it 1 15 - 414 General Lighting m 18 WH #10 5.0 Its 25 2 1 15 - #14 General Lighting 14 20 I Is - #14 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 - #14 General Lighting 23 24 Spars spare 25 24 Spare Spare 21 28 Spars Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3_ watts sq. ft.) Small, Rong's .... ........ ........ ......... ......... ........ Refrigerator.................................................. Microwave..................................................... Dish Washer Clothes..WAeh4r.............................................. Water. Heater.... ... . Garage.Dogr,Opener........................................ 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1200 1200 1 1,500 1,500 1 1,200 1,200 I 1200 5 000 14,500 L1,20O I 810 Total Watts 35j15 First 10000 Watts e100% 1 10,000 10 000 Remainder 25,LI5 040% I O 10,24L Electric Heat or A/C 10,000 865% I 10,000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = ISO Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S8 Double Pole Switch ® Egsball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light aerrpr ground fault circuitlwn Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 4t? Flood Light 7D Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling Pan ® Television Jack ❑Z Telephone Jack . occ A/C Disconnect ® 1 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 149 CFM IOxIOxb 149 CFM IOxIOxL Opt. PATIO/SLAB 12xl2x10 B/A I L a\ 1B2/2Ax10 0 9 CFM_ Yent_thru ____ Vq Soffit ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C ^disc. LJ 1 (3) #1 THHN Copper 2" PVC Schedule 40 conduit FA'S10PANEL 200a rated meteL8O ME ER Intersystem :bonding2" PLTermination sche 2" rigid service FPL #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can ME ER 2"PVC (F schedule 80 2" rigid ser A/C ^disc. LJ I ISO MCB PANEL bonding point grand rode ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: L Use Copper wire onlg from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3, Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GPCI protected. S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comp) w/ FBC RMIG02 9. A/C Refri nt lines that are run hru slabs must be sleeved in WC 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 fullg operative. 12. Contractor shall pag for all Pees, permits, testing, and inspections including blower testing where required. 13, At 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 AiC Meter I Panel 0 a --���-I a Covered Porch I GREAT ROOI I I I 208 CFM C nter Registers IOxIOx � ceiling Pan\ 208 IOxIOx FM IKA 12 it L- - - - - -)r- - w.H. I Attic x , Attw Access with light L - - - - - 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 COVERED PORCH DINING ROOM ATH 146 CFM IOx6xt SECOND BEDROOM I I j 12x12x8 `S B/A M F. C H /4 N I C /4 L L;4Y0UT SCALE: I/4" = I'-O" 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 shell 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_ IL. 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 proper working order. 23. All exposed wire below 9'-I" shall be installed in metal EMT 11. 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 effectivelg 9 B 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. Exhaust Duct Thru Soffit H.B. Vent_ thru 4" Exhaust SOf f It Duct Thru Wall w.p. G Install owleAorto - - under disc.not shownto clarity ELECTRICAL PLAN Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8298 Fax (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart. FL 34994 3#AAC000032 SCALE: 1 /4" = 1 °-0" Attic Ventin Calculations FBC 2309.1 Total Attic Space = 212-4 sq. f t. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit WQ ii ie Building Corp. THF_ STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell I Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked by: ID. R.f3. e"=� Exhaust Duct Thru Soffit Wire For Front Post Light zV. -3" FILE Sheet OF 5