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HomeMy WebLinkAboutBUILDING PLAN8'-1" T.O.B. 12" 0'-0" = Finished Floor, 12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1*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 ith 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 staggere . rows 12" o.c. in field. Attach deck to trusses using attachment detain on this sheet % u t, �b ` was N►OW povEo 12 T 1 SLOPE 5/ thick light textured stucco on typical concrete block construction _L__ L L - -------- ;ZA 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION ELEV/47I0N NOTES SCALE: 1/4" = F-O" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECE SARY IN ORDER TO Gulf Coast Supply and MFG 5v Crimp 1901140P194A lI; kODEJ. 26 ga. 5v crimp metal roofing attached to plywood elk using x 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 I. ring shank nails spaced 4" o.c. at all laps and two staggered rows 1,2" o.c. field. Attach deck to trusses using attachment dotal on this sheet 5/8" thick x 8"w cut cor�T finished stucco bands RIGHT ELEVATION 5/8" thick light textured st ucco on typical concrete block construction AAF jHFge �`�1 �480 ccNr�crQ �a Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening P g NOA FL / Product Model # Manufacturer Glass Attachment method TE T Ezpita}ion Design Pressure Type NUMBER Date of Approved Testa 1,2r3 Mi Windows L ip. x gpcons w mi❑ p0n teen at maxx roe each co nor end L o.c. thereafter throug PT Buck mto solid FLU 1'1499.2 Single Hung Series 185 doors Pilled CMU wall maintmmng mm 2.5" edge distance m stnct adherence ± 60 psf t4 and to the product a proval. A 16-0330.02 Overhead Model 824/811 9'-4' max width DAB m x '- or" 5WK to Con". . block with id Nod c.11 with a #3 bar yore. uwne 3/8' a L• Alp HLC always anchors a e' C. "h 1.15' db. uashe s umh art T e4e. distanw. InwtsO track to buck one ftl 5/B x 5!/e ful thraod lrsu. m ssch b acket mamtam.g 10-9- I + 50.0/-(0.0 sf p Garage Door IL'-O" max height mr. a' W ode. datari - GC to strictle edhorw to product approval rands 1/4' t umber an roller wafts. Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max B FLU 16614.1 Fiberglass Design Pro/ Jeld-Won from corners and I'1.5" o.c. max. thereafter in head and jambs. + 50.0 PSF _ smooth Pro Sliding Glass MI Windows z eons i enetration at max. rom eac� corner and O.C.i�a A'lle row thereafter throng + 48.2 FSF C FL# 15332.2 Door Series 420 and doors PT Buck into solid filled CMU well maintaining min 2.5' edge distance in strict adherence to the roduct a rowel. - Product NOA/FL Model # Manufacturer Attachment Method Ea Spiirati n Design Pressure of Approved Tests NUMBER Date For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) 310 x 1.25' + 118.9 PSF Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ Roof FL# 11451.12 SV Crimp Gulf Coast Supply 24od ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woscrews with waif sealing washer at 12" o.c. max spacing over ASTM D Metal Roorin g and manufacturing (tgpe 2) 30 Ib felt underlagment installed with min. 4' side lops and 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - 108.5 PSF %paced 6" O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. Install soffit to battens using PSF Vin I Soffit y 12" " Ion rin e n /8" Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels Fin 15014.2 Storm Panels Products LLC long SS screw head combo. with Neoprene washer at 12 1/2" o.c. ± 45.0 FSF along the bottom and 13" o.c, at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer of 2„ .H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached 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 Qs 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 detal on this sheet O O 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATIC - Overhangs at P-0" unless otherwise noted on Roof Plan - 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. '40 ti3O�,, SLOPE T 2" .H. SCALE: 1/4" = 1'-0" 2" x 4" top plate ALL MANUFACTURESLAB�MPu IG U pACTORS AND SHGC ,X11_tq FBC ENERGY CODE ML REMP* ON ALL DOORS AND Wit ,s UNTIL WMvWnONS ARE COVCFA/n A 2" .H. 5/8" thick x 8"w cut coral finished stucco bands Finished Floor Finish Columns with 5/8" thick cut coral ppfL- OPOSt"od stucco bands LL RE SUB EC 10 AA NC PS010RS1HA1 PEQUIRE E� Sgp INPµ4040 Mg A', BE' ITW AE�OP 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 12 OPE Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" 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 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 s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION ST, 1UCIE CdUNT B IL�VISI0N REVIEWED FOR COMP NCE REVIEWED BY BE DATE PLANS AND PERZ41 MU B KEPT ON jos SITE OR NO INSPECTION(S) WILL BE MADE 6,,XV 410/10 WWM on 6 mil Viaqueen clean compacted termite treated over fill Interior Non -Bearing Partition nts Braden It Braden AIA, FA Wynne Building Corp. Architects - Planners Tell S.E. Coconut Avenue THE c T E R L I Tel (112) 281-8258 J I �l Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia8 comcast. net St. Lucie County Florida Stuart. FL 34994 UAAC000032 8'-1" T.O.B. 0'-0" = Finished Floor 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in fi d and edges with IOd ring shank galvanized naili nto truss webbing. SLOPE T 2" SCALE: 1/4" = 1'-0" ME --- 5/8" thick x 8"w ut coral finished stucco barlds -0'-4" A.F.F. FILE COh ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: 11'- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±0_I8 SubJectability to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: " Wind Speed: I" mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 par Roof Zone: 3. +20.L/-84.0 oaf Components t Cladding Well 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 pat Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provide�ea__ Are Components an Cladding Deter Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3- psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __'L5_ psf FLOOR DEAD LOAD: 1O psf TL]0O PI CH = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 JOB ADDRESS: \ - O_ MODEL: Date Drawn : Revisions Sheet Comm # 5-9-11 GARAGE Drawn by: RIGHT C.C_w. I. 1�-301 Checked by: D.R.B. OF 5 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = i'-O" 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 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.S.I. fiber stress. V 4. No dissimilar metals to touch. 2r2" 2'/2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o %" /2° ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/a° t2/� Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R'702.3.5. 0 � CRASH POST DETAIL I. 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. CH II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2%" 2/,, 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 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBZ R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 490 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 I" 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 attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C`i60, C1002, C1041,CI177, C1178, C1278, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail stung options for drywall Spacing Maximum installation of into wood Framingmembers Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7 12„ 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" 8" 141, 0.080" dia' i' x 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" die. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail a OR Walls Either 16" 8'- 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR GyIpsum board nail 0.0915" dia. x 1/8" with 19/64" head. Install SGD thru buck into) block with 3/16" tap -con Ith 1 1/2" penetration at 6" oc. 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 4" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aa�roval 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 C11I8 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 -telling assemblies, roof-ctegiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompangingsmoke developed index not to exceed 450 when tested in accordance with I4S E 84 Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 3*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 1.26" 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 Simpson HETA 20 or equal with c(10) 10d ox at 11 1/2" each nails 12 ( 24" o.c.) suppporting MI- ax. 4 F- 18101ba. upllFt i Aluminum Drip - Edge E Fascia 2" x 6" Sub -Fascia / Kaycan full o vent vmgl soffit mstallet usingg 1/8" dia shank x 1.6" long gale. rooPIng nails with 3/8" dia, head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell in=. - .1 9011 01 !_ 0 - Wffs 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) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips a i4" o.c. with R4.1 f3i-roll -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 roportioned per FBC R601.1 and Mortar Jonts shall comply pwith FBC RLO1.2.1. Provide Dur-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"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Fill III_. 14" x 14" Concrete footing with (2) 45 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = I'-O" B of ra Masonry Beam Sliding Door At Masonry Wall N.T.S. Head fixed door sliding door ^I (V Sill Detail NTS AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch cc 153 sq. ft. Rear Porch = 1% sq, ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JIL I I I I 21' VTR Master r' JiJ Bath Lev. I 2" Lev. 1 4' 1 2" VTR W.C. JIL Shwr..To Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall gpical Flooring 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 Jambs per product approval Jamb w1rdow Schedule Mark Size Rough O en. Window Description PRESSURE ZONE IJ 4'-5%"x 5'-3 %a" 54/s"x 63i4" Single Hung ZONE 4 5'-3%a" 15" x 63i4' Single Hung ZONE 4 3C-2%"x 2'-2" x V-2 1/2" 21Y2"x 38%" Single Hung ZONE 4 4'-5%'x 4'-2%" 5-0e"x 54Ys" Single Hung ZONE 4 ALL ALL ALL ,411 with Windows to be aluminum Windows w/ tint and mullions per elevations. windows to withstand pressures in permit info box on sheet i windows in bathrooms to be tempered rough opening dimensions to be verified by contractor manufacturer s specs prior to construction Door Schedule Mairk Size Rough Opening Door Description PRESSURE ZONE A 9'-of, x 1'-O° 108" x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41 i;k 83%' Fiberglass Panel - Inswing ZONE 4 C-O" X 6'-8" 14" x 81 %;' or; ;wt°" Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" S 2'-6" X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x C-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door 2'-8" X 6'-8" solid Core - Wood - 6-Panel Exterior Face of wall 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold !rt 1'-6" X C-8" BI-FOLD ALL box GARAGE WITHSTAND Exterior doors to withstand pressures stated in permit info on sheet 91 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 a E11)1 I El O EE 00 E EGRESS E O 01 O 12" x 12" concrete column block filled u0 with concrete and (2) 41 bars vert. tied Into lintels above ° Covered Porch 2 13O E 00 E E DO O 00 � ° MASTER BEDROOM ���' 8'-O" to 9'-8" A.F.F. 2 Vault d Ceding 8'-O" A.F.F. M r a Flat Ceilinglqrr 's C.rt EAT LLo iy00M o I ® ❑° ry E I I Rod Shelf 6,-0„ o N r anrty to be H.B. N I /2 ' high _ N 8'-O" to T-8" .F.F. 2" x 6" knee -wall o I °D ° Vaulted CelliT below counter top (K I O Mirro L SET DiNING I ROOM a F e" Rod Shelf ASNET a i I O H ' Q w Oif O to be Vanit BA ' '' T i ° 2high 34 /J W High Wall O to I KITCHEN NcoVent - _ - �y C throug rger wall �verFiang I 8'-0" A.F.F. ° ° Flat Ceiling V Upper cabinets to O 1Of- 2" 4" '-O" extend over Ref. iv I I 2" Flllerc`~v BATH Qan Rw. 4'-0" VloY an 6 E O Rod t shelf (V -II Bat s InwlaUon O IN °-See-del A /C O 4"� Steel Ballard r # I W I $ See detail on this sheet Ory F L p at Il" r 22" x 54" Provide auto E Attic Access closer Q 8'-O" A.F.F. 2" LWith light U c _ _- Flat Celhng i '-' �q 3'-6" W 6,_O., 4" ISO mp m Panel M�3eter F- �N _ Ln SECOND © a if E ry_ BEDROOM E GRESS Y GARAGE L2JL!Jl IMT 11 IEE 8'-4" A.F.F. O E E Flat Ceiling CE O EGRESS r-----------------i O ° Block wall in I 00 E O E __ I garage to be I r struck block 3'-I" O C \/ER D 12" x 12" concrete column block filled O with concrete end (2) #-1 bars vert. tied PORCH in in o lintels above I i :W 6" 12'-6" T- 2I I Z I N ° ° O EE 1151EII IL111-11EO 2'-S" 2'-8" 3'-5" 9'-0„ Install windows thru buck into block with 3/I6" 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. at head and sill per product approval / \ Buck to be I" x 4" PT All rough opening dimensions to be verified by contractor Detail at Windows with manuf acturer s specs prior to construction ArchitectsPlanners 3 : E-mail: braderlaia5comcast.ret 1"x4" P.T. Buck nailed to block with case hardened nails °rior to window attachment NTS Wgnne Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face FILE 0�1�''' Attach buck to block wail with 114" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max From each corner thru 2" x 6" PT Buck Uetail at Uoor ,crews thru Jamb into buck nge and 15" o.c. max and prior to door attachment NTS MODEL: Date Drawn Revisions Sheet Comm # 5-9-11 GARAGE raven RIGHT Drawn 2 c.C.u. 1�-301 Checked by: D.R.B. OF 5 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/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. 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 Il. FOUND/4710N FL/4N SLOPE ALL PORCHI SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS AR AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C' ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, B A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS ANEP 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 LU IBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CO TACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and 1 95 bar vert. at '48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from (o'-O" to 9'4" 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 8. ALL Reinforcing steel shall be grade 60, 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/ SeoverlapECTIONS EE TYPICAL at eaa ch filled cell [N_�l 4" concrete slab with flbermesh OR L"x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 4... =IIII III IIII_ 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING, DETAIL SCALE 1/2" = I' -O" 4" concrete slab with flbermesh OR L,,xL11 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont, Step per 1�foundation plan 12" x 12" concrete column block filled with concrete and (2) U l bars vert. tied f into lintels above I'1' Top of footer 10 below finished fie P (2) #5 bars cont. bottom steel PDOWN 1/2" = 1'-0" Verifg house slab height in field r 30" COLUMN FOOTING DETAIL _ SCALE 1/2" :r Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE 4" concrete CX4,, #10/10 Wl clean combact 4/ PORCH SLAB EDGE D SC< #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ TYPICAL CTIONS 4" concrete i 6"xL" #10/10 Wu clean compact fOct 3 14„ ARAGE CURB DETAI sc� 2" x 6" PT wood secured with \ 3/8"ilia. x 6" anchor bolt al 18" o.c. overhead do jamb per ma Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSUR IN PERMIT INFO BOX ON SHEET #I. SEE APPROVAL FORM FOR MANUFACTURER M 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, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatmer 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 bg 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. with ribermesh OR on 10 mil Visqueen over termite treated fill =TAIL LE 1/2" = 1'-0" ib with fibermesh OR 1 on 10 mil Visqueen over J termite treated fill 14"d concrete monolithic with (2) #5 bars cont. LE 1/2" = 1'-0" track secured to wood ncturer's product approval S STATED N T CJ 'RODUCT KE AND MOD;~L. 0 ci Filled Cell Masonrg Column With One #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonrg 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 101-01, L a ,--- - - -- -- ---- EO 00__ _ _ -- 00 —�O FI o co o I = 01 — Zo— Rear Patio/Slab I 1 r I W to be poured separate F4 W from the house slab. a 12'-8" O '�' 4 Thicken footing to N '_n 24% x 14"d x 24"L FI I L , under filled cells - ] under girder bearing. I I I I I 1 13100 O 00 I C, I 0Ell E------------------ �--� Rear Patio/Slab to I O be flush with bottom of FI sliding door recess. u v Slope 1/2" CO _'I i I 0 _;I 1 I I 01 I FI 01 10 I C�I Vanit to be H.B. I 4" concrete slab with fibermesh OR 34�"�highb1 z E I L"x6" u10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill7 ° 0 FI I I E1 to °I 10 I I ° 0 FI H.B. I I I A/C o r-- I" 4"4 Steel Ballard I LU�� I ®filled w/ Concrete ] QJ �I I r O u V u �46 Ql CO I 3 I - n m ~ I I W= I FI �� � LL L F1 rE0 a EO I m c a O I I' E m IE� E I mow U) O I (�{ E I O 4� I r_ r— O v FI Ifl - sa I o O o O -T-T- - - E E _ I LLI w() -U F51 T OE _ CL - uJI p x Cn I6" O2 I I � � F4 Recess for F5 — � 4 r Ot------- ° O °° — --------- Garage Door 07 00 12" x 12" concrete column block filled wi h concrete and (2) #-I bars vert. tied into lintels above 3'-5" 9'-O" 3'-5" FILE36'-O" FOOTING SCHEDULE Size Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS JMa,1 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IG"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Braden t Braden ,AI,A, PA nne Buildin Corp. 9 or p-�-I� MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue TE STERLING E R L I N G THE CsAR,4C�E RIGHT Drawn by: BTel : (112) 281-8258 Spanish Lakes Fax : (712) 281-8283 Chocked bg: E-mail: bradenaia5comcast.net St. Lucie Countg Florida OF 5 Stuart_ FL 3499L UAAC000032 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel Into continuous beam block steel t\ Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. ROOF SHEETING ATTACHMIENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 4 FT 4 FT Ke Area Ede Field Fastener Pressure Zone I 6" 611 Sd ring shank 45 psf Zone 2 4" �" 8d rin shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use Halls or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verlfy with an Concrete 12 "x 12" / Lintel Column Block #1 Rebar Rebar 48 Bar Dia, Min. Overlap Column to Lintel Attachment BEAM SCE-IEDU,LE Mark Size and Description BI Two rows of beam continuous in each U5 90a bend bar block filled with concrete and 1 #5 bar row. Hook vert. bar over top bar with with a 10" min. lap at top bar. Provide Cast -Crete BUB-OB/OT precast -- - -- lintel act in mortar _ Min. B" Bearing -- --- -- Provide FIT Buck attached er jamb letails int filled co 4" Pre Sill Filled Cell Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie Filled cell steel into continuous footer steel. A,I�. I r Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinrq to vert. leg of truss with IOd x 1.5' nails at 4" o.c. c Install Simpson MGT into wall usingg rh 5/8" dia. threaded rod act min. 12" \ into wet beam and (22) IOd nails into truss TRUS BLOCKING DETAIL AT [RIDER STRAPPING AT ENTER BEARING POINT NTS 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 Tgpe 2 felt paper using ed nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1411651.12 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 spaclI g 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. n field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars .- ';';'•" CLEAR 9 Lintel Length Bar Length Clear Span n u A Bars n n B Bars -6" 2,#3 2'-10" 2'-8" none 3'-4" 2'-2" 2,43 none are-OBAT BFa-IBAT BFe-IB/2T Additional 2'-8" 2143 none #5 bars •••. CLEAR 4'-6" 4'-4" 3'-2" 2,93 none One Row of "H" `f Block Above 5'-4" 5'=2" 4'-O" 2,#3 none 5'-101, 5'-8" 4'-6" 2,44 none Precast Lintel r " ;;•.; r Additional '- 66" 6'-4" 5'-4" 2,44 none i�-'---e #5 bars �� 6'-2" 2,#5 none 8FI6-IB/IT 8FIL-IB/2T 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of stael=l.5" 2. min. bearing required a ea. end=8" 3. standard for reinf, steel=ASTM A416 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete S ecificatfon Rows of Block Above " Bottom Steel Size Top steel Size Max. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-L" BPS-OB/IT 1 #5 3069 1569 1024 L31 T-L" T-B" V-I" 4'-O" BF8-OBAT 1 #5 2561 1543 163 L45 4'-5" 5'-10" 8F8-OB/IT I #5 1105 404 339 L50 5'-O" L'-L" are-OBAT 1 #5 1238 835 121 LLO L'-8" T-0 81"8-OB/IT I a5 1011 121 534 LBO e'-On 9'-4" BF8-I5/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-4" 81111 2T I #5 2 u5 643 530 401 L90B 9'-O" 10'-L" 8FI6-IB/2T ONE I #5 2 #5 1533 1183 401 WOO 10'-0" il'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" 11'-4" 81iIL-IB/2T ONE I #5 2 85 13L4 1028 452 L120 IT -On 13'-4" BF8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FIL-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-0" 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 11 259 L160 IG'-O" 11'-4" 8F8-IB/2T I #5 2 #5 300 192 194 L140B IL'-0" IT-4" 8FI4-I13/2T ONE I #5 2 45 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRBTE. - LINTELS SHALL BE FILLED SOLID WITH 3000 FBI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" ox.) suppporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 2" 2" x 6" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8" die shank x 15" long gals. 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) 41 bars vert. tiWd into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer 14" below finished floor V 12 4 into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web on 9/8" hi -rib lath ntal and vertical wood r staples to provide 4" penetration into ming and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan Poured Concrete or concrete block wall Poured Concrete or \ concrete block wall Concrete Anchors T Manufacturer& Specs e Anchors Per :urera Space 1/4"Max. m Aluminum Panel Saes per manufacturer - See Tupcal Stud DetwL 1/8' x VaT' Wing Nut w/ appropriate washer end spacing per manufacturer's Details Stud Detail Stud w/ Die Cast Zinc HTa Nickel Plated Wing Nut 14. Flush Mounted Shutter Detail nt5 Brace Gable end with 2" x 4" SYP 42 aft back nailed to bottom of top chords using (2) IOd nails at each truss LU C_ v! C_< � U� w {— E W u� W O ,� Z � � O �C`!� Q I < W _ W o N Brace Gable end with 2" x 4" SYP #2 min. eft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERf-D WOOD TRUSSES > ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass yin bottom chord of trusses -1/2" 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" drgwall over I" x furring strips at 16" o.c. with R4.1 �I-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 R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) IT Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift <HETA 20 Strap truss to wall using Simpson MGT 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 z= LI00 100 LLO BI BI BI L40 B U1 1 N _O J N BI it N fn 12 L45 QL ^ SLOPE 4 I [k ++ 2„ I I BI I 12 Eto 4 SLO E � X L1 I I fu K d u, O� rn N S CVO c3 � _ Q O L a _ La- �-C: writ e u,-C N ° 'o o C AI Ems_ a BI L31 NvN 45 E L I s _ _ _ _ _ Gulf C at ly_and F 54 Crimp Metal roofing FL 411651.12 _ _ _ _ T6 a. v crimp meta roofing attached to plywood deck using 49 x 1.5" Nself aa lina washer at 0 laps fastened with corrosion resistant tin caps and with 1.23" ring shank nails spaced 6 o.c. a all laps atacnd tmenwo sta gered rows 12" o.c, in field. Attachdeck tQ--trusses etali on this sheet using a= j� N L rr L O a dj u„— c°a BI #IC E _ 22" x 54" to Ir— 1 IT) U N Attic Access I SLOPE 4 with light BI L I I ATH 2)5 I rt S 1 8'-0" MAX. i I 1 ON 2) U ES 1 IN TT I ^ I I z 2" 1 p I I I I BI L31 '. I I I m I I I BI I BI I I I I I BI L45 = I Q is BI 50 SI Ican son anc HET4 r at 2G eacfi trus N O N gl m ° ( 24" .c.) uppof ting lax. 181r0, bs. u lift BI`t BI P8�2110 B I 10 L90B tj Fill cell with concrete and O O /` j� (1) #5 bar vert. (typicaD.FL f� FILE C' Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings 4" concrete slab with esh — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET mil Viaqueen over 6"xG" #10/10 WWM on 6 and Vlen — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Scale : 1/2" = I'—O" Braden t Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiascomcast.net Stuart. FL 34994 UAAC000032 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 Wynne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # 5-9—I1 Tl-IE STERLING GARARGHTE Drawn by: C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 PANEL "A" Poles BR Load 5111re Description tire# circ# Description Wre Load BR Pole 2 40 1.0 kw #8 A/C comp 1 2 AHU #lo 3.5 kw 3o 2 3 4 2 30 4.5 kw ttlp 40 gal. water HTR 5 L Range 26 12.0 kw 50 2 7 e 1 1 20 1.8 kw #12 Pump 9 10 Dr er 910 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 1 14 Dishwasher #12 1.2 kw 20 1 I 20 1.5 kw #12 Microwave 15 16 Refrigerator 412 1.2 kw 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepte #12 20 1 I 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 912 20 1 1 1 20 1.4 kw 412 25 26 Recepts 912 20 I I 1 20 1.92 kw #12 27 28 Recepts 812 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 812 20 1 I 20 #12 General Lighting 33 34 Exterior C FCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI s12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting #12 - 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting 31:12 20 1 spar 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3„watts sq, ft) Small. ,A,pplrance. Circult(s), .... ...................... Range ....... .Refri_gerator. ...... _ Microwave..................................................... Dish _ Washer ........................................... Clothes Washer ............................................. Clothe'..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 1.500 1,500 . 1 1,200 1,200 1 1.200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% I 10,000 10,000 Remainder 21,415 ®40% 1 O 10,9LG Electric Heat or A/C 10.000 845% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed FB Push Button Switch -0- Exhaust Fan Ceiling Mounted Light Wall Mounted Light Duplex Outlet Special Receptacle O- =E) IF QFQ1 Waterproof ground fault circuit Interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fen A/C Disconnect © Televislon Jack Telephone Jack AC DISC ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom PATIO/SLAB 1 GkE,AT I�y00M I I Center Reglstee��ri�s 208 CFM on ceiling P6n 208 CFM IOXIOxl 1 Oxl Oxl H.B. Vent _t h_r_u _ --- DINING ROOM 144 CFM IOXLX4 SE�OND BEDROOM 12xl2x8 B/A COVERED PORCH 149 CFM IOXlOxL M STER B DROOM 149 CFm loxloxL 12xl2x10 B/A F --- - -- I 1CJf J ---- B/A T17H, r - - - - - � 22" x 54" Attic Access with light L------ = JUNCTION BOX TO SUPPORT A PAN THERMOSTAT LOCATION � IN I C � L. L � � C � T O = B/A = BALANCED AIR Electric Notes: SCALE: 1/1" = I'-O" I. Use copper wire onlg, no aluminum. I1. It is not the intent of these plans to s ow 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 sgste 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. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance w1 h the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the I cal 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 RMIL02 19. The electrical system shall be completely and effectively 10. A/C Refriggerant lines that are run thru slabs must be sleeved in FVC grounded as required by the latest II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fuII4 operative. 13. Contractor shall pay for all fees, permits, tes"ting, and 21, All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit 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 by others. duration of the work. 1L. 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 th8n two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24, All exposed wire below 9'-I" 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 FBG RM1502 511 4 C,,FM _ BAT Soffit 1500 Amp Panel 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 A/C disc. IJ-I 1so #2/0 Aluminum feed AMP 1 '/2• Conduit PANEL 2" PVC 2" rigid service FPL ELECTRICA H.B. A #IC - Exhaust Duct Thru Soffit- eter are #4 copper wire tt5 cont. rebar in slab L 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 PATIO/SLAB ,covered PorcR�, I , 1 , 1 w.p. GFI i MASTER BEDROOM v__% G EAT Smoke / Carbon ROOM Monoxide Detector Combo \ 1 s s I M I I ::r- I I V LbSET I I 1 I 1 I DINING" - ROOM 1 1 1 I F%�i F ` �F �Ta�fi GFI i \ 1 T1 I KITCHEN �\ N -`�.ID9k€/ C.gLbP11 - J Monoxide Detector 1 � Combo S _ GFI canes 3-2„ 3 -21, 50 M / F ` ffGF1JL kil T \ --SECOND BEDROODl H tr i- - \ IIg2"h GFI \ ITGFI W Iter ? ----- O22" x 54"1 1Attic withghtss/_Optional 1510 Am location gc Panelp lPull chainlight In attic GARAGE PS /\ \ Garage -. Door Wire 12Or 1` / \ i -- Opener - - - - - - - - - - Front Post Y \ Light w.p. GFI \ I I \ I I tQVERED / \ Pal;zCI:# T I ELECTR1C=_ FLr;V Post Light with I Photo cell Exhaust Du Thru Soffit 4" Exhaust Duct Thru Wall p. GFI Install disct u) under disc. 6 not shown for clarity A/#IC eter - 0y COPI SCALE: 1/4" = 1'-0" ,Attic Vertinci Calculations E 2301.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit Braden it Braden ,AIA, P,4 UJ(�nne Building Corp. MODEL: IDate Drawn : Revisions Sheet Architects - Planners G 5-9-17 411 S.E. Coconut Avenue B J THE IRIGHTFax '�R'4GE Drawn by: Tel : (112) 281-8258 0 C.C.U. Spanish Lakes : (712) 287-8283 E-mail: bradenaia®comcast.net Checked by: Stuart. FL 349% #AAC000032 St. Lucie County Florida OF 5 Comm # 16-301