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HomeMy WebLinkAboutBUILDING PLANW-I" T.O.B. 2" O. 0'-0" = Finished Floor 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal rooring attached 'to plywood deck using 49 x 1.5" wood screws with self sealing washer at f2" 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 tiff 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 Ion this sheet /8" thick light textured s ucco on typical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick x 8"w cut coral finished stucco bands LEFT ELF-VATiON SCALE: 1/14" = F-O" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 4116SI.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 Ib felt underlayment Installed with m. 4' side laps and b" eni laps fastened with corrosion resistant tin caps and with LW ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. Ield. Attac deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coraT finished stucco bands >rt,+tyddq� 1�1Will U NITN , a� Ary ipyph �IjIILtN�' THESE PLANS AND ALL 5/8" thlckaRl�s;.8�'i>�rmuGllvi coral finished stiaawimla1Sndalf, MAY ®I NIOE6ISARY IN OOMINY WITH ALL APP "-Y -Y -M -Y -V -Y -V - A\-. Finish Columns with 5/8" thick cut coral finished stucco bands =L=V4TIOTs, N, 1OT=S Coast Supply and MFG 5v Crimp Metal roofing FL #II01.12 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" screws with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end 'astened with corrosion resistant tin caps and with 1.25" ring shank nails -d 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach to trusses using attachment detal on this sheet 12 -r4- 0 PE 8'-1" T.O.B. „ - 12„ H. C )R POSEDWORK 0 O ORS THAT DR ER iC BLECODES. O'-O" = Finished Floor 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands READ' ELEVATiON Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -4:12 unless otherwise noted ,4ny 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 light textured / stucco on typical concrete block construction RIGHT ELEVATION ALL MANUFACTURES LAB S SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS A 4D WINDOWS UN11LINSPECTIONS ARE APPROVED Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows k Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method EzS 'ation Designsure ApprovedTests Type NUMBER Date of 1,2.3 Min Windows L In. x gpcona W min p n�}, Lion at me roe each corner and L o.c. therear'ter througR P Buck into ao d FL# 11499.2 Single Hung Series 185 doors filled CMU wall maiMamnwaLg min 2.5" edge distance m atnct adherence ± 60 per P �,=} and to the product a rovaL A IL-0330.02 Overhead Model 824/e11 T-4' max. width DAB Witall T F, S..t0 caxrRa block uth Wild fill.3 .11 mt a as bar ve c .erp a/e' x 6- hha, HLC aioeve anchor. at a• e.c. o Owl, h L�a' de Win weh ew 4' ed0a hannca. Inaall track to buck u' I / fine IO_ _21 + 50.0/-60.0 psf Garage Door 6'-O" max height ns <1 s x cad ai➢ •c as.. m each b acka e mart or I.6 adse doer c. - GC to ants adhxe to product app,wal rcvdo 1/IL' WM, on role, .hV a Elco 1/4' dia. tapcon with min 1.25" embedment at 3" max E3 FL# I6G14.1 Fiberglass Design Pro/ Jeld=Wen from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF smooth Pro Sliding Glass Mr Windows i x cons i chat anon at max. roe eac� corner end i�a.e. ail Aoumle row t�ereafrter through + 48.2 PSF C FL# 15332.2 Door Series 420 and doors PT Buck into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the product appoyal. - Product NOA/FL Model # Manufacturer Attachment Method ExSpLTration Design Pressure NUMBER Date of Approved Tests For CMU use (2) 1/4' x 2 3/4" tapeona with min I I/4" embedment CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Mullions FL# 15353.8 vertical mullion and doors self tapping strewn per clip as shown in product approval. +- _ Roof FL# 11951.12 SV Crim p Gulf Coast Supply 26 ga 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood crews with self sealing washer at 12' o.c. max spacing over ASTM D Metal Roofing and manufacturing (tgpe 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 - 108.5 PSF %paced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach de ck to trusses using attachment detail on roof plan Siding th Stucco on ESlock -�- Soffit FL# 12198.3 Model T4 12" vented Kaycan Install using 2" x 2" battens at G" o.c. screwed to soffit framing using x 3" wood screws at each Install to battens using +55.0/-35.0 PSF Vinyl Soffit O 5 ntruss. k nails with soffit Hurricane 2-4 Gauge Global Proterection Install using 1/2" din. solid set lead anchors with 1/4" dm.-20 x 1.5" Panels Fin 15016.2 Storm Panels Products LLB longI SS screw head b tt d combo. with.Neoprene 13" th t Neoprene washer at 12 1/2" o.c. ± 45.0 PSF a ong e o om an C.C. a e op I have reviewed the above and approved it by my seal below. ( Architect or Engineer of! Record ) 12 _SLOPE 14 SCALE: 1/4' = 1'-0" 2" x 4" top plate THESERLrNc QDALLRROPOSED ARESUBJk'C,' MAY sEREQUIREDa FIELD�N pECTO ECTIONSORK OMPLYW'HAL � �Cp�cORS THAT OOu. base -board SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal rooting 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 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 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 C o.c. in fi d and edges with IOd ring shank galvanized nail nto truss webbing. SLOPE 4 CONCEALED, FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORD 2' '-i" T.O.B. O `off® �®®® 5/8" thick x 8"w cut ® ® ® coral finished stucco bands ® L L ' -0" = Finished Floor Ah Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4" = 1'-0" 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" ox. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Cxb" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill nterior No-i-Bearing Partition SCANNED BY / 7 St Lucie Coounty^ ST. LUCIE CO N71UIL`De �Jvj ION REVIEWED FOR C MP REVIEWED By g J&NCE DATE- PLANS J,,: 8 rc CMi7 MUST SITE OR NO INSPECTIONSBEBE KEPT ) WILL BE MADE nts Braden it Braden AIA, FA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE S T L i N Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiaB comcast. net St. Lucie County Florida Stuart- FL 3499L UAACC00032 --- 5/8" thick x 8"w dut coral finished stucco bands CONTRACTOR COPY 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) 4*241 Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height:__�����'- �"" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 T4Y,5p SubJectabilltg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification. C 1.21x0.6=0.126 Adjustment factor for Exposure Height: ASD design 2d2 ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL,, DL+O.6WL; 0.6DL+0.6IOL Components I 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 I Cladding Wall End Zone Width: 31-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walla Zone 4 Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Y'es = Roof Zone 2 Walls Zone 5 Are Components an Cladding Details' Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: ®= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 oaf FLOOR DEAD LOAD: 10 pill JOB ADDRESS: MODEL: Date Drawn (Islons °4 GARAGE Drawn !171), '>s RIGHT C.C. .��� / Checked by:J Sheet i . OF 5 Comm # 1�-301 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 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. 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. IF 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. y, 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater I5. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC F 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FB 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B,C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 AO, C1002, C1047,C1171, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall stung options for or drywall Into maximum Maximum installation wood framingmembers Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either 16" 8' Ili° 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" dia. 5 x I t /32" head. Ceiling Perpendicular 24" �' 12 19/L4" 13ga1 5/8"long with head OR 0,098" diameter x 1 3/8" long annular -ringed or Id cooler nail a OR Walls Either Ili" 8' Ili" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. X 1 1/8" with 19/64" head. 4„ CRASH POST DETAIL 36" high by 4" diameter steel crash post. Floor Flange with 4 - 3/6" expansion bolts into slab (3/8"t 50 ksl steel plate) 2%i' 2'r,° 6" 02.9.1 R302.9.2 x 6" P.T. Buck nailed to ck with case hardened nails or to door attachment Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. ma . from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with I 1 1/2" penetration at 6" o.c. 'max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 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 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 accompanyinAA smoke E 84 developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) suppporting Max. 18101ba. upllft Aluminum Drip Edge S Fascia 2" x 6" Sub -Fascia Kagcan full o vent viagl Wilt using 1/8" dia shank x 15" lot roofing nails with 3/8" dia. he product approval - see chart 5/8" thick light textured stucco on typical concrete block construction #5 bar vert, w/ 30" overlap - at each filled cell Grade 41 12 4 Wood TYPICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cunt. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 fi-rod -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" onlg proportioned per FBC R601.1 and Mortar joints shall comply with FBC R6O1.2.1. Provide Our-O-Rock at all wet areas (ex, showers, tubs etc...) Fiji call 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"xd" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill IIII IIIF-`]IIF= 1j11111= 14" x 14" Concrete footing with (2) 45 bars cost. and #5 transverse bars at 48" o.c. Scale : 1/2" = I'-O Masonry Beam BE N.T.S. Head fixed door sliding door 1/2" Bottom Track �T Sill Sliding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,414 Sq. ft. Front Porch = 193 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 Sq. ft. 2" VTR JIL I I I 21' VTR Masterr�� JjL Bath 12. Lay. 2" I Lay. 1'1 2" VTR 3C. JL I I 2` 3" shwr. Kit. Sink I Kitchen 2 I Lay. J 3" W.C. Bath #2 after. 3` C.O. To Septic FLUMBiNG RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ypical Flooring " ' Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b Window Schedule Mark Size Rouclh O en. Window Description PRESSURE ZONE I. 4'1175%a'x 5'-3%a' 54Y8"x 63i4' Single Hung ZONE 4 2, C-2%'x 5'-3%e" 15" x 63%4' Single Hung ZONE 4 3. 2' 2" x 3'-2 1/2" 1 21%2"x 385"" Single Hung ZONE 4 4. 4'i-5%e"x 4'-2%" 1 54%"x 54Ys" Single Hung ZONE 4 ALL and ALL ALL All rough with manufacturer 1,Jindowa to be aluminum windows w/ tint mullions per elevations. illrdows to withstand pressures in permit Info box on sheet i windows in bathrooms to be tempered opening dimensions to be verified by contractor s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3 -O" X 6'-8" 41 i4 x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �4" x 81 %2" of ::at°" Sliding Glass Door I ZONE 4 D 2 -O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %;' E 2 -6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bt-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 21-41, X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2 -8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L I' 6" X 6'-8" BI-FOLD ALL box on GARAGE WITHSTAND All rough with manufacturer Exterior doors to withstand pressures stated in permit info sheet 1*1 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 opening dimensions to be verified bg contractor s specs prior to construction a a 36'-O" 2 10'-O" 1q" (V ❑° oO Oo O° Oo oO Oo Oo EGRESS O ° I O 12" x 12" concrete column block filled °0 with concrete and (2) 3*1 bars vert. tied ' Into lintels above ° Covered Porch 12 8 O O el l I I I O sEll ID I00 ry 00 © MASTER 19'_8" BEDROOM KR U 0 c 8'-0" to A.F.F. cp a u V cult d Ceiling 8'-0" A.F.F. r F v a Flat Ceiling yen G EAT OOM o I ® o ry � I � Rod Shelf I21'-8" - - - 6 _O„ o N I r anrty to be N /2'hhigh H.B. 8'-0" to T-8" .F.F. 2" x 6" knee -wall ° O Vaulted Cellrp below counter top lK Mirr, 'CLOSET I ROOM8"L LINE Shelf NET IF O QIY \/ -I �DE Vanty to be BAT Q u o 2high I / F O 13'-03/q" High Wall ° 3'-8" K-ITCHENo �' -r�lthrouglr Vent r ryer wall 8'-O" A.F.F. ° Flat Ceiling Upper cabinets to O extend over2fillerB�an.- 7�Ro,nayw - -apamVRod XA N -IIBem t Sh?GR I 4"CO Steel Ballard� I See detail on this sheetLn F a I1 n 22" x 54" Provide auto Attic Ae ess I closer8'-0" A.F.F. 22" L - - w U U S Flat Ceiling '-6" 150 W 0° 4" mpm Panel MetSECONDBEDROOMRGEN Y GARAGE FIF)l 1IMT 11 IEO 8'-4" A.F.F. O m Flat Ceding 1 O O Q a O EGRESS r-----------------� O OL] Block wall in I D O = be I d garage to T struck block I O COVERED 12" x 12" concrete column block filled with concrete arid (2) 41 bars vert. tied into lintels above I I :a 6" 12'-6" T- I I � I ° o0 ° 00 00 00 2'-8" 2'-8" 3'-5" 9'-0" 3'-5" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at .,I1ambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall "\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a i l a t W 1 n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden t Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenalaOcomcast.net Stuart. FL 349% UAAC000032 Wynne Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida CONTRACTOR COPM Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall artLD� ea #8 Wood screws thru jamb into buck at each hinge and 16" o.c. max and Detail at Door prior to door attachment NTS MODEL: Date Drawn Revisions Sheet Comm 4 5-9-11 GARAGE raven RIGHT Drawn U. C,C.02. I � - 3 O Checked by: D:R.B. OF 5 �7 I 7zN_UL. I U1«'cL_ IxU I =.7: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X6 10/10 WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 4- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. I4. -L GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR li. FOUND/4710N /4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE "C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30l 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" I BEAMS: 1-1/V' LAP ALL REINFO CING 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 �ONTACT 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 �. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and i US bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upto S'-11" wide. Provide (2) filled cells on each side of openings from 6 -0" to °I' -II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o,c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel Shall be grade 60, meeting ASTM A-I6 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. 45 bar vert. w/ 30" overlap - at each filled cell EE TYPICAL iECTIONS 4" concrete slab with fibermesh OR OxO #10/10 WWM on IO and Visqueen over clean compacted termite treated fill F 4 11 r TYPICAL FOOTIN � 8 14% x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan Y CN 0=-_- L 10" 12" DETAIL AT G 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied into lintels above Top of Tooter 14" below finished floor_ 30" UMN FOOTiN1 (2) #5 bars Cont, bottom steel E STEPDODUN SCALE 1/2" = 1'-0" Verify house slab height in Field 30"x30"xl6" concrete column footing with (4) 45 bags each way DETAIL SCALE 1/2" = I'-U" 4- Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE ro — SCALE: 1/4" = I'—O" 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. 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill PORCH SLAB EDGE #5 bar vert, w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. \ #5 bar in curb Grade 4" a 6"xd" #I clean _f)" s Fs IIiI ) /IIII�It 14" )ETAIL ALE 1/2" = 1'-0" with fibermesh OR on 10 mil Visqueen over termite treated fill I- x 14"d concrete monolithic is with (2) 1*5 bars cont. GARAGE CURB DETAIL �O 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead ¢oor track secured to wood iamb per manufacturer's product approval tiara_ e Door Jamb Detail GARAGE DOOR TO WITHSTAND RRESSUIRES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MOIDEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Fllled 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 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 #AACO00032 a v 2" 10'-0"12" 0'-O" 3 DIE (V - O - _ - I - - - I Or — — — — —� ---- O I Rear Patio/Slab I W to be poured separate I 18 W from the house slab. -7 12 _8- I ° ❑ O v 1 4 4 Thicken footing to to `n L 24"w x 14"d x 24"L FI I 1 under Filled cells E under girder bearing. 00 E E DO EE O I N 1 Er------------------ _ Rear Patio/Slab to I O FI be flush with bottom of sliding door recess. I u - o m ° 1 slope I/a" 103 ao -_uu -4 I 0 EI FI �• EI I I 1 Vanitg to be 4" concrete slab with fibermesh OR 34 °2'high��l H. B • I CXC #10/10 WWM on L mil Visqueen over 1 clean compacted termite treated fill ° E I FI I �I �E I I I ° Q FI H.B. E I H------ —�E r W - 1 4" 0 Steel Ballard J ®filled Concrete I #I w/ ❑1 l Una �aaJ 73 vs I 1 FI 1 I ENE I LF I I I „> 1 • I I I I FI E`` ❑� ❑ i� to - • �0 / I Q3 N Ir- a O° 0-------0 O — 1 Ulie - W `9 IL O x u 6 tjIT -6" T-2„ 4 FI— F4 O L — — — _ Recess For s J ❑ — EE Garage Door EE WE 12" x 12" concrete column block filled wi h concrete and (2) 41 bars vert. tied into lintels above w6nne Building Corp. T HE STERLIN Spanish Lakes St. Lucie County Florida CONTRACTOR COP` FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 1211W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8 8"w x 8"D THICKEN SLAB EDGE WITH i #5 BAR CONTINUOUS 8 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" MODEL: Date Drawn Revisions 5-9-11 GARAGE Drawn raven RIGHT by: C.C.U. Checked by: D.R.B. Sheet 3, OF 5 Comm # 1(_30 ROOF SHEETING ,ATTACHMENT DETAIL I. I Ilf ll lllwlll 1\ail aJILG — uu i n iy anui � , ,. �.� •-• �" 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I (e" 4" 8d ring shank 45 psf Zone 2 4" 4" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 16" 4" 98 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 V, _ eriPy with an \I Concrete �� 12"x 12" / Lintel Column Block Rebar Rebar 48 Bar Dla. Min. Overlap Column t0 L I r t l Attachment NTS Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel Into continuous beam block steel Provide Cast -Crete 81,18-013/07 precast "- lintel set in mortar _ Min. 8" Bearing --- -- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Y J.f7 Provide PT Buck attached per jamb etaile into filled c 4" pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinp to vert. leg of truss with IOd x 1.5' nails at 4" o.c. r Install Simpson MGT into wall using C4 5/8" din. threaded rod set min. 12" 11 I _,Z 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 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrat to be 19/32' CDX Plywood nailed at C o.c. in flel and edges with IOd ring shank nails into studs. 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 sell' 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 4" 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 " ••r �' '-'-'�:.' CLEAR Lintel Length Bar Length Clear Span "A" Bars Bars 2'-8" 2,#3 none 2'-10" 3'-4" 2'-2" 2,43 none 8F8-OBAT BFS-115AT BF8-I15/2T 4'-O" 3`10" 2'-8" 2,43 none Additional 3•-2" 2 #3 none tt5 are •• ^%'1.;'d �: CLEAR `;?One Row of "H" . ='•`t Block Above 'r'` 5'-4" 5'-2" 4'-O" 2,33 more 2,#4 none Precast Lintel i -6" 6'-4" 5'-4" 2.#4 none l<'�" i Additional T-6" �'-O" 6'-2" 2,#5 none #5 bars '`----' 'L----'i BFIL-IB/IT BFIL-IB/2T _1'-10" 7'-0" 2,45 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Window Unitool Width Lintel Size Cast -Crete Specification Rows of He Block Above Bottom size Seel sR° Max Gravitg PLF) Max Uplift Load PLF) Max. Lateral ILoad PLF) L22 2'-2" 1 3'-L" or8-OBAT I #5 3069 151.9 1024 1_31 2'-6" 4'-0" BF8-OBAT I #5 25LI 1313 113 L45 4'-5" V-10" BF8-OB/IT I #5 1105 909 334 L50 5'-O" L'-0 8128-OB/IT I #5 1238 835 -121 L60 4'-6. 1'-6. 8F8-OBAT I #5 loll 121 534 LBO W-O" 9'-4" BPS-IB/2T I #5 2 #5 152 591 512 1-90 9'-0" 10'-6" BPS-IB/2T I #5 2 #5 643 530 401 L90B 9'-O" 1o'-L" BFIL-IB/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-5" 11'-4" BPS-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" ll'-4" BFI4-I15/2T ONE I #5 2 85 1346 1028 452 LI20 12'-0" 13'-4" 8F8-I15/2T I 95 2 #5 411 428 324 L120B 12'-0" 13'-4" BFI6-I5/2T ONE I #5 2 #5 1015 110 324 L140 14'-0" 15'-4" BFIL-IB/2T ONE I #5 2 #5 1250 L09 259 LI60 IL' -Om 11"I" BPS-IS/2T I #5 2 #5 300 192 194 L140B I4'-0. 11'-4" BFI4-I13/211` ONE I #5 2 45 950 Boo 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 INFORi'iATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal 4 hurricane anchor at each trusa with (10) 10d x 11/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge i Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " �is at each web \ Aluminum Drip Edge E Fascia 2' x 6" Sub-Faae1 1/2" thick stucco on 3/8" hi -rib lath attached to horivental and vertical wood framing with nails or staples to provide no lees than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing member. Kagcan full o vent vinyl soffit installs using 1/8" dial shank x 1.5" long galv. roaring rile with 3/8" dia, head per product approval - see chart sheet #1 5/8" thick fight textured 2" x 12" concrete column stucco on typical concrete block construction block filled with concrete and (2) 4-1bars vert. tied Varies - see plan #5 bar vert. w/ into lintels above thicken edge to 8"x8" with concrete and 30" overlap at each filled cell one 95 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of footer 14" below finished floor IIII �e 'l l l l 1�I�11=1111= Step per foundation plan — Slope per foundation plan Poured Car concrete b' Poured Concret concrete block Concrete , Manufacture Aminum Panel razes per manufacturer See Tupcal Stud Detail 1/8" x 3/ST' Wmg Nut w/ appropriate mnaher end spacing per manuracturv's Details 0 Stud Detail Stud e/ Die Gast Zinc NTe Nickel Plated Wing Nut i• Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 ert back nailed to bottom of top chords using (2) IOd nails at each trues 0 1 cIAn ` Q p� u _=3 LU I__ E (y .:a) W u-0 LU ow Oa Z � � Q LU ~v I � W � o LL to Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEER:ED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish L"U4 Two rows of beam block filled with concrete .and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cont. for bottom row over openings 1/2" drywall over 1" x furring strips at 14" o.c. with R , Pi -foil -insulation on t pical 8" Block walls Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift ETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet (V LI00 1.100 L40 BI BI BI 7A L90 B LU 0. ty J rn B I LO I � J4 cA 12 1 L45 ^ SLOPE 14 I I BI —:3 12 E I /455( //y u, LO E ,f) I � X Q 1 o N _ C) 22 �(Q'c a a CIL N to I N o 00 BI L31 CT)u N 45 (LV. Z t y Z I s ZZ Z /1. Gulf C at Ig-and F 54 Crimp Metal roofing FL #11651.12 — — — — — — — — — 26 a. v crimp meta roofing attached to plywood deck using #9 x 1.5" N W laps fastened wi h corrosion resistant tin caps and with 1.25" ring shank nails LLJ s aced 6" o.c. a to trusses all laps and two sta gered rows 12"thirt o.c. In field. Attac men shee usind aac = cV 07 r 10 C: 03 �ei�Inyu ,D 4+ F a3 a a a U1 O to uj u .. — N uo I r BI #IC E _ — N V CY I 22" x 54. AtticAccess I $LOPE 4 with ght BI I I AT H 2)S 1 rt 5 I e'-0" MAX. I 1 mN 2) U ES IIN TT I I 1 I z I 2" I 1 I I BI L31 .'. I I I co I BI 1 BI I I I BI L45 = W I o Q BI 50 Si Ican son arc HET r at 2(— eacl trus CL C4 N BI y ( 24" c.) 5uppo ting'lax. 18B110 bs. u Ilft BIB BI BI QJ LI20 LIO L90B to x All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" oril proportioned er FBC R601.1 and Mortar joints shall comply with Fl RP601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and R O O F (1) #5 bar vert. (typicaU. 'M hall t e teed FLAN Is CONTRACTOR Conn wood 48X unlesanotherwlseg a o noted see foundation plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET Base J spacing at openings 4" concrete slab with Fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE IIIIT111111i,Tf,�,1111-��ii—����=����-tilt 14 3 Tgplcal Section at Front porch 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 Date Drawn Revisions Sheet Comm c le . I/ - I - Braden It Braden ,AI,A. FA Wgnne Building Corp. MODEL: to Dr h Architects - Planners 411 S.E. Coconut Avenue T H E STERLING GARAGE RIGHT 5-9-11 Drawn bg: Tel : (112) 281-8258 C.C.U. Spanish Lakes Fax : (1 12) 281-8283 Checked bg: E-mail: bradenaiaOcomcast.net StuArt_ FL 3499L UAAC000032 St. Lucie County Florida D.R.B. OF 5 1�_301 PANEL "A" circ# Description Wire Load BR Pales 2 AHU #10 3.5 kw 30 2 Pelee BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 3 q 2 30 4.5 kw #io 40 gal. water HTR 5 6 Range U 12.0 kw 50 2 � e 1 20 1.8 Ike #12 Pump 9 10 Driller #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 1q Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. n 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 1 24 Recepts #12 20 I 1 20 1.92 kw #12 27 1 28 Recepts #12 20 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 I 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 I I 20 #12 General Lighting 35 U Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I I 20 #12 Bathroom GFI 39 40 General Lighting 012 20 I 1 s are 41 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General Lighting (3 watts sq. ft.) Small. A.ppllance. Circult(s), Range ............. ........ .................. ............. Refrigerator ................ ................................ Microwave Dish Washer ......................... Clothes. Washer ............................................... .Clothes,.Dryer................................................ Water„Heater Water.Pump. „ _ ............ ..................... .Garage Door Opener 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1 1,500 1.500 1,200 1,200 I 1,200 1.200 I 1 5,000 5,000 4.500 4,500 1 1,800 1,800 1 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed L Pa Push Button Switch -0-AA Exhaust Fan Ceiling Mounted Light Wall Mounted Light Light with Pull Chain (attic) Duplex Outlet Y Special Receptacle o- ll�Waterproo ground fault circuit m ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector �2 Flood Light Q Thermostat m Electrical Panel © Central vac � Electrical Meter Ceiling fan A/C Disconnect ® Smoke Detector © Television Jack Telephone Jack A Di c ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom J PATIO/SLAB 149 CFM IOxlOx6 M STER B DROOM GkEAT fiy00M 149 CFm IOxlOx6 I2x12x10 Center Reglatee�Irrs B/A 208 CFM on ceiling f6n' IOxlOxl I OxlOxl [� 1 ) 12x12x10 B/A C) 9 CFM H.B. a ax4x4 I LO I I I 121$ L---- 8x4x4 54 M DINING ROOM B,4TI Soffit i ° I Inany K I � 162 CFM 1 ° ° 12xbxl 21 C M 10 xb H.B. s CF Vent _thru_-- 1ax4x4 �20x*0 ----Soffit - --- - BAT frA I 7o7o T - -- 1 146 CFM I(vii I } ill, r 22' x 54" 2 Attic Access lox6x6 I Q a 1 I with light i -itL _ _ _ _ _ J e KF� IS Panel p Meter SECOND BEDROOM 12x12x8 j / l B/A �- COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN M O= THERMOSTAT LOCATION I C f C Y O U T B/A = BALANCED AIR SCAiLE: 1/4" = 1i-011 Electric Notes: I. Use copper wire only, no aluminum. I1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with he N.E.C. and 6. ALL exterior outlets to be WP/GFI protected shall comply With all local codes and ordinances, and shall 7. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be completely arld effectively 10. A/C Refriggerant lines that are run thru slabs must be rounded as required b sleeved in PVC g q y the latest 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circus routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupar°cg, or one largest conduit or pipe from any other sery ce. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC R 1502 GARAGE r----------------- i I I I 1 I I I I I I I I I I I I I I I I I I I A/C disc. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB ,covered POrCR\\ If I � I , I w.p. GFI MASTER BEDROOM V I -S E 0 / G EAT Smoke / Carbon - RO M Monoxide Detector � Combo I S S I M I 1 r - � (V I I v LbSET I 1 I I 1 DINING�- ROOM 1 1 � I 1 KITCHENInF5 - Swk€, C_aLbQn_ - J I Monoxide Detector Hines Ev Combo Imo- i \ 50 M /77 F \ / HI 1*3 IL" W enter W �„ r - - - - - i o 22" x 54" 1 Attic light I / --SECOND L - with __ B E D R O O it Optional I y0 Amp panel location gic / Panel IPUII chain / light in attic / 42"h GFI GARAGE Garage Door Opener r----------------- -I I I I I I I I I I I I I I I I I I I I I / � S / PB / \ I � \ w.p. GFI / \ IERED P VO-RC I=t T­-1 / #2/0 Aluminum feed FPBE P 1 i/2' Conduit LF_L F_C T R f C/4L F L/ \N 21, PVC (FP 2" rigid service FPL I Bare 5#coot pPe�awirer 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 Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue 2 10 Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaia®comcast.net �. Stuart. FL 34994 #AAC000032 Post Light with I Photo cell W(Qnne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Exhaust Duc Thru Soffit 4" Exhaust Duct Thru Wall p. GFI Install disc. �t under disc. p not shown for cldritg A/C 3*1 eter C 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 5-9-I1 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet Comm # E - 1 1�-301 OF 5