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HomeMy WebLinkAboutBUILDING PLAN12 4 SLOPE 8'-I" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.51, wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ed with min. s and 9" end Ipaceds9" o.clWateallrlapsoandetwastaglt underlagment geredpsrows12tho.c�SlaFfieldhaAttaich 1HESE dAP)�r`JaMppSt�} deck to trusses using attachment detail on i this sheet JSJO tlPg Alk 40oki ►CL1 A 1 N �P,9ER� CO�Ei h4 6 1 fW W. APP�Ir 411 O! 5'/8" thick light textured F(D I stucco on typical concrete block construction 0'-0" = Finished Floor 5/8" thick x 8"w cut coral flnlshed stucco bands LE1=7 ELEVA71ON SCALE: 1/4' = P-O" Gulf Coast Supply and MFG 5v Crimp Metal roofingg FL 411651.12 26 ga. 5v crimp metal rooring 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 mina 4' aide laps and V 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 ALL MANUFACTURES IABIFS SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN Ut,ML INSPECT ONS ARE APPROVED S V 5/8" thick x 8"w cL coral flnlshed stucco banc Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NCT�=S: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv 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 end with 1.25" ring shank nails VI I b4&Hfi."UI i.Vlll"1 61111-A 1-ul. t"Vl Gi block construction finished stucco bands REAR ELEVATiON - Overhangs at 1'-O" unless otherwise noted on Roof Plan - Roof pitch dt 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. �, t12 SLOPE 14 ` r": S(`NfA n., RfSP^ S0841T 1 i�`RQyr40 OR0,0 O' '/ f$ 2' W-1" T.O.B. H. . 12" 5/8" thick x 8% cut 2° I.H. coral finished stucco bands . ,. F7. ;3 3 THESE PLANS AND ALL PROPOSED WORK 5/8" thick x 8"w cut �5/8" thick fight textured ARE SUBJECT TO ANY CORRECTIONS coral finished stucco bands stucco on typical concrete MAYREQBENECESIRED BY ARYINORDERELD INSPECTORS THAT block construction MAYSSARYINORDERTO CommPkY WITH Akk AneN�Lf OOGKOe ----------------------------------------------__,.--------------- 0'-0" = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELE\/AT10 I SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows dr Skylights Opening Type NOA/FL NUMBER Model # Manufacturer Glass Attachment method TESProduct u'ati Da a n Design Pressure of Approved Tests 1,2,3 44 FL# 11499.2 Single Hung Series 186 Mi Windows and doors 1 . x t(pcona qq m1qq p7natLeUon at meetx rom sac corner and L o.c. tharaarter throng PT Buck into =a filled CMU wall maintaining adn 2.5" edge diets xe In strict adherence to the product approval + 60 of p A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max width 16'-O" max height DAB }Ina x W cAIC « uI mt a us bar vwt sane 3/r x 6• Wilt, HLC suave eneha s n e' sic nsi n s/due" s3e'ftim'ek.�.a kf win Tech 6rxukat t"m�mn alas of Is adsa dsemxe - Gar to arictiy adhxa w product spprwili f Id. Vie• eeellar an raw worts. 10-9-21 + 50.0/-60.0 sf p B FL# 16614.1 Fiberglass Desi Pro/ Smootnh Pro Jeld-Wen Elco i/4' dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jamb& + 50.0 PSF C FL# 15332.2 SlidingGlass Door Series 420 Mi. Windows and doors x eons a Mil Denetretr" at max. PT Be°ucck Inc c ssohd fdledp CMUaweld�mamtraw mnghmm 2t5' edge gdutence to strict adherence to the product approval. r + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method ExSpuatiom Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-IBS31 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapeoris with min 11/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per chp as shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 5Y Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 16 felt underlayment installed with min. 4' side laps and V and laps fastened with corrosion resistant tin ceps 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 darted on roof plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan 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 .12" die. x I. Iona ring shank nails with / i +55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45,0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) MANUrAr"9'RES LNBLES SHOWING FACT(** `•i AND SHGC COMPLIANCE W(Yti 1--Pr- 1=NFRGY CODE MUST AWN ON .ALL a aOORS AND WINDOWS N7ll, INSMTONS ARE APPROVED 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 II / 2" x 4" P.T. bottom plate SCALE: 1/4" = i'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c, in field and edges with IOd ring shank galvanized nails into truss webbing, 12 SLOPE 4 5/8" thick light textured stucco on typical concrete block construction FRONT ELE\/ATi0N SCALE: 1/4" = 1'-0' ST. LUcIE COUNTY BUR ING DIVISION REVIEWED FOR CO LI NCE REVIEWED Bx DATE__ 91 Z�TF- SITE OR NO INSPECTION(S) WILL BE MADE \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts Braden t Braden AI A, FA Wynne Building Corp. Architects - Planners - BFax S.E. Coconut Avenue The G r a r d C a r l t Tel el (ill) 28-1-8258 O r E-mail: (112) 281-8283 Spanish Lakes Stuart. FL bradenaia8comcast.net 34996 #AACOOOOS2 St. Lucie Countg Florida 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F FILE CIl`I ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND :DILL 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 Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: I'-0' Roof Pitch: 4.12 Internal Pressure Coefficient: ±II SubJectahilitg to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification. C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; 0.6DL+0.4I Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Par Shear Wags Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: B1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -AS- par FLOOR DEAD LOAD• 10 pal JOB ADDRESS: \"' QT e CDCAN'11; L� MODEL: Date Drawn Revisions 5-9-I1 GARAGE Drawn by: RIGHT C.II Checked by: D.R.B. TO '. PITCH = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet Comm # 1. 12-27 OF 5 "FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = i'-0" N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. sllabab (3ion bolts into (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. I I t t 11 4. S. No dissiml ar meta s O ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o '° 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 3/a 6. Drywall at ceilings shall be leveled and attached to bottom chord 1. of trusses With Screws per FBC R702.3.5. 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 Fill with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. �21' 41, 1%2" 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9I.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 I" x 6" PT. Buck nai flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation block with {case harder materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachme 18. with F.B.C. R316 - see permit info box of code edition Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C1041,C11-11, CII-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of fasteners Nail sizingoptions for installation of dryywall into wood framing membera 2" x min, thickness Nails Screws �2 Ceiling Perpendicular 24" T, 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 OR 0.080" dia, xx 1 5/8" long with 15/64" head R Walls Either Direction 161. g" I6° Ggpsum board nail 0.086" dis. x 15/8 with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" log with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e OR 0.092" dial xx 1 1/8" long with I/4" head OR Walls Either Direction 161, g" 16" Gypsum board nail 0.0915" dia. X 11/8" with 19/44" head. 0 2 0 0 to Masonry Beam nails Install SGD thru buck into Q lu 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 head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic tile surfaces installed shall conform to ASTM 4108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 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. 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 14" 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 (10) ld x 1 1/2cnais 12 ( 24" o.c.) supportirig Max. 4 1810lbs. uplift Aluminum Tl Edge d Fascia 7 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installer using 1/8' dia shank x 1.50 long gals, roofing nails with 3/S" dia. head per product approval - see chart sheet al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ SO" overlap at each filled cell Wood Grade ' IEEE lI M -IIII,,,,IIIII�III 11,14%111-III - TYFICAL 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 (l) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cost. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 'Moil -insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC R60�.1 and Mortar Jonts shall comply with Or P401.2.1. Provide Our-O-Rock at all wet areas (ill showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). -Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR ill #10/lo WWM on 6 mil Visqueen over / clean compacted termite treated fill ���11111= il;i- 14" x 14" Concrete footing with (2) #5 bars cant. and #5 transverse bars at 48" o.c. AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JIL I I I I 21` VTR Master r�� J;L Bath I I 2. I Lav, 1 2' LrI Lay. 4"1 2' VTR 3` I i 2- 3' Shwr. Kit. Sink I I Kitchen 2 I I Lay..4 3" W.C. Bath #2 Shwr.T o septic RLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door _ Masonry Wall Bottom Track Typical Flooring IM- Sill Install SGD thru buck into block with 3/14" tap -con with S l I d I n g D cor D e t all I I/2" penetration at ." max. from each corner and 20." o.c, max thereafter at Jambs per product approval Jamb ,:At Masonry Wall NTS Window Schedule Mark 1 SIZ4 Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x -3%' 54%'x 63i4° Single Hung ZONE 4 2, 6'-2%s"x '-3%s" '15" x 43!o14' Single Hung ZONE 4 3 2'-2" x '-2 1/2" 2-1 '2"x 385'a' Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" 54%"x 54%" Single Hung I ZONE 4 ALL Windolls to be aluminum windows w/ tint and mullio s per elevations. ALL windo s to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough O ening Door Description PRESSURE ZONE A 9'-0" Xi T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X4 6'-8" 41'/4"x 83%+' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %;' a; ;wt°" Sliding Glass Door ZONE 4 D 2'-0" x C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-4" XI C-8" Solid Core - Wood - 6-Panel F 5'-0" X 6`81" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 4'-8" x 1 %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X it Solid Core - Wood - 6-Panel J 2'-6" X' 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Ext box on shiet GARAGED WITHSTAND All rough anu with mfacturer rior doors to withstand pressures stated in permit info 41 OR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 opening dimensions to be verified by contractor s Specs prior to construction .�.. "% - -1 --- A " - - J --- A a 8' -6" 1'4'-O" " o0 00 00 00 - EGRESS 12" x 12" concrete column block filled with concrete and (2) #7 bars vert. tied 0 Into lintels above o Q Covered Porch 12'-8" O O o (V 0° Oo Oo Oo o " o Ill MASTER " I BEDROOM 8'-0" to 9'- " A.F.F. Ud) Un93 to Vaulted edmg c Flat CeIII u) GR ATCD o RgOM O i (V Rod 6,Shelf 4 Vanity to lie 34 Y2"high N vi ry I I H.B. I r ° L SET o 8'-0" to 9'-8" A.F.I qi 2" x 6" knee -wall $ below counter top QL O Vaulted Ceiling I I imr, r DINING ROOMa L LINEN I b F e Rod Shelf ABINET O al) O Q O ,;.' Vanity be I BAT o to i , o ° IL 34 i2 „ high I � N° ° II'-O 3/4 9y4„ I High Wall O N � I O KIITCHEN I � - - _ Vent C throug ryer wall Uverr g 8'-0" A.F.F. o N " Flat Ceding 0- 1 V 11 11 O Upper cabinets to extend over Ref. - FI 1 I " filler ATH _ ca R.�. � - Mm 4,_0„ vlr a O _ Rod _E_Shelf 6 �) _ ry ® N -II Bette aulatian I 4"m Steil Ballard I I� sift€ detai Qn this sheet IB N I O Q 3 Attic Aces" Provide auto _IFwth light 1 closer e'-0 A.F.F. AL 2" S RUc Flat Ceding t„ IS �Do -L" L, o„ 4„ m Panelp Met er elm�N SECOND © a m BEDROOM E ERGEN Y GARAGE GRESS (](] lMT I OO 8'-4" A.F.F. O cn Flat Ceding I O ° O O° N N ® o EGRESS r-----------------� O ° Block wall in garage to be r 1 l struck block 3'-I" O O I I O COVERED I I 12" x 12" contra a column block filled ith concrete and (2) #1 bars vert. tied FORCH Ln Into II tels above I 6' 2" I IrAI I I O O (V o ONE 4'-2" 2'-8" 1 2'-8" 3'-5" 9'-0" 3'-5" 5'-4" e � IS'-10" 3'-4" �1 ' C � �J' 34'-O" FILE Ili . Install windows thru buck into block with 3/IL" 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 race at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT �__ Ioc P.T. Buck Waded to dock with case hardened Wads Detail at Windows prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" dia. Elco conc 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 - / \ Detail at Door #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = 1'-0" .ZaI-n11 STRJCTUR AL NOTES: 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/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11 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 is. 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 PORCH S ABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE S FOLLOWS: ROOF (DL+LL) = 4l PSF WIND VELOCITY = 7ER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, 8 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 AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. (FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect 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 US bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-I1" Wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 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-3S specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and SCALE: 114" = I'-O" ermite Protection for New onstruction. 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 treatmen area shall be re -treated with a chemical soil treatment in luding spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. P otective sleeves around metallic piping penetrating c ncrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab ith flbermesh OR at each filled cell ECTIONS one 45 bar continuous d"xL" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE b"xb" #10/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill Grade PORCH SLAB EDGE DETAIL =(III III (III_ oo x 1wit concrete monolithic footing with (2) #5 gars Cont. f SCALE 'I/2" = I'-O" 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL 3O" overlap SCALE 1/2" = 1'-O" at each filled cell SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. a"xC #10/10 wwM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 45 bar cont. O Step per foundation plan Grade " — E m _ 10" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic footing wit (2) #5 bars cont. 12" 14" 2 DETAIL AT GARAGE 37EFDOWN SCALE 1/2" = l'-O" GARAGE CURB DETAIL 12" x 12" concrete column SCALE I/22" = 1'-0" block filled with concrete and (2) #-1 bar& vert. tied into lintels above Verify house slab height in field Top of Tooter IL" below finished f10 1r. A / 6 II IIhil- _1I II -(III 11 ,-1IIII (III- _ 30"x30"xl6" concrete 2" x 6" PT wood secured with — column footing with (4) 3/8"ilia. x 6" anchor bolt at IS" o.c. #5 bars each Way overhead door traqck secured to woad ""—tit - jamb per manufactlurer's product approval 30" Garage Door Jamb Detail 2 COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED �j T s IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT .J SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell ColUmn NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (172) 281-8258 Fax : (712) 287-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 #AAC000032 11 c 0 0 ° ❑° 1019 i i i i i i i i OO OO — rilled cell under I girder above 0 i FI I o — Rear Patio/Slab I ILI Z_to be poured separate L , I From the house slab. " Iry � I❑ " I r I ❑ I kfo I 24"wicxel4'doxin24iL a Coll under filled cell FI I ffi 00 ° E)Q QM under girder bearing. Or----- F1----- — — --=_J i❑ I � ° I Rear Patio/Slab to I be Flush with bottom of - w cV sliding door recess. I Slope 1/2" Q o N I u_ i I i I of I I FI I I to ❑ I 32'-8" ° I I H.B. O I 4" concrete slab with fibermesh OR 6"x6" :410/10 WWM on 6 mil Visqueen over �O I clean compacted termite treated fill I I FII - o �I I I� Nr ir I I � 0 FI ❑ ❑ ® I O o � o of y � A/c I H. — — — — —— - FI — — 4"4 Steel I o r Ballard ®filled w/ Concrete a al I 10 #I r nos �o I v s i s-U® a vN I I N U I I E � lL o � f I I E `� I r FI— a — -J I E y ❑° ❑° ❑° ❑° 4 J I I l� I❑ _ ❑ 'DOR m I r_ r- / E w O OO U ry l oL---_—_—_ IFS Uo� I _—_—J " O O O = �_ I W 00 I °E I Q- til x r„ r I� F4 r O t — — — — Recess for P5 O °--------- °" --- 00 00 Garage Door 00 00 L 3 F 6' II'-6" 6'-2" 3'-5" 9'-01, 3,-5" \12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above W6nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida FILE COPE FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 0 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" MODEL: GARAGE RIGHT )ate Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Sheet I Comm # 3. 112-21 OF 5 ROOF: SHEETING ATTACH>IENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use naps or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Ke Area Edge Field Fastener ressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank ib psf Zone 3 4e 4" 8d ring shank 84 psf ** Zone 3a L" 6" 48 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 Concrete / Lintel Column Verify with Plan 12"x 12" Column Block "14l Rebar Rebar 48 Bar Dla. Min. Overlap to Lint&I Attachm&nt NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. 'iz-_ Provide Cast -Crete 8U8-OB/OT precast -_ lintel set in mortar --_- Min. 8" Bearing _L _ "�— Providal #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck ,ached per jamb ads Into filled c, 4" Pre -cast Sill i Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Concrete Footing J+ r �•L. _ (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" blockineq to vert. leg of truss with IOd x 1.5 nails at 4" o.c, Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. I. into wet beam and (22) IOd nails into truss 3,LOCKING DETAIL )F-R STRAPPiNG TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D 7gpe 2 felt paper using 8d nails. Substrate to be 19/32 COX Plywood nailed at 6" ox, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" ox, max spacing over ASTM D (type 2) 30 Ib 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 stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detall on this sheet Additional Precast Lintel #5 bars ° CLEAR Lintel Len th 9 Bar Length 9 Clear Span P "A" Bars JIB,, Bars 2,43 2'-10" 2'-8" -6" none i i i i i i 3'-6" 3' -4" 2'-2" 2,3*3 none 8F8-OBAT 8F8-IB/IT BPS-IB/2T Additional 4'-0" 3'-0" 2'-6" 2,43 none #5 bars •••. CLEAR ",i: '"?;` 4'-6" 4'-4" 3'-2" 2,33 none pone Row of "H" 5 Block Above `: 5'-2" 4'-O" 2,43 none 5'-10" 5'-8" 4'-G" 2,#4 none Precast Lintel r i. -'� 6'-41, 6'-4" 5'-4" 2,#4 none r Additional tt5 bars �___ y -0" 6'-2" 2 tt5 none BFIL-IB/IT BFIL-IB/2T S'-4" T-10" T-0" 2 A5 none NOTES: ALL reinforcing steel is grade 60. I. inn. coverage of stee1=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=A5TM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " a Bottom Steel size Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-6" BF8-OBAT I #5 3049 1549 1024 L31 2'-6. T-B" 3'-1" 4'-Om 8F8-05/IT I #5 2561 13L3 163 L45 4'-5° 1 5'-10" 8F8-OB/IT I #5 1 1105 909 1 339 L50 5'-0" L'-0 8F8-OB/IT I #5 1238 835 -121 LLO 6'-8. T-0 8F8-OBAT I #5 1011 121 534 LBO 8'-O" T-4" BPS-IB/2T I #5 2 1 #5 152 591 512 1-90 Ill 10'-6" 8F8-8/2T I #5 2 #5 443 530 401 L90B T-O" 10'-L" BFIL-IS/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10-o" 11'-4" are-IB/2T 1 tt5 2 #5 582 494 452 LIOOB 10'-0' II'-4" alli B/2T ONE 1 #5 2 #5 13LL 1028 452 LI20 12'-O" IV-4" BPS-IB/2T 1 #5 2 o5 4-11 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 1.09 259 LILO IV -Ow ]T-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 L160B IL'-O" IY-4" BFIL-IB/2T ONE 1 #5 2 #5 950 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 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" ox.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vingl soffit installed using 1/8 dia shank x 15" long galv. roofing nails with 3/8' dia. head per product approval - see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above thicken edge to a"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor 12 I 4 IIIIil IIII—IIII ° '�. "'lllli�lll� IIII-IIII= 1/2" thick stucco on attached to horizonti framing with nails or no lees than 1-3/4° horizontal wood framir into vertical wood it Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web /8" hi —rib lath and vertical wood iples to provide metration into and 3/4" penetration ng 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. per foundation plan - per foundation plan Poured Cor concrete b Poured Concre , concrete block u Concrete / Manufacture Mounted Shutter Detail lumrnum Panel zee per manufacturer See Typical 5tu4 Detail 1/8' x VST wing Nut w/ appropriate washer and spacing per mardacturer's Details \ Btud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" sYP 42 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 3 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 14" O.C. with R4.1 fl-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" only proportioned�pper FBC R601.1 and Mortar joints shall coinplg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Simpson Hf= I A 1V Strap truss to wall using Simpson MGT with hurricane anchor at each truss 6/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. 22) 10d nails or in einto truss Add ith blockingwto 1810 lbs. uplift ETA 20 truss leg per detail on this sheet T = 77 L90 L90 LLO BI BI BI 0 i •]'s L90 B I N BI V LLO N I W C I ~ 12 I L BI t W L Aar�) #n'—n III ; 2" >— — BI W in b- . LL, N W o i I Z N W W N I I I BI L31 ` ; ,,,• L B W s I o ( : i— -A E _ _ __ _ _ _ _ 6) Gulf Coast SuppI4 and MFG 5 Crimp Metal roofing FL #11651.12 Q woog screws wlth self sealing w Sher at 12" o.c. max spacing over ASTM O (type 2) 30 Ib felt underlayme t installed with min. 4' aide laps and 6" end Is s fastened with corrosion re stant tin cabs and with 1.25" ringshank nails eck to trusses using attachme t detm on this sheet I r----- BI #C J� Attic Access I 1 Q with light I SLOPE 14 BI I 1 I U up I 1 ( P tail T I 8'-0" MAX. I with 2" x 1 I f T S S 8ft back of top chc I I TI I I n I Z 2" I L I I I I p I I I 1 I BI L31 1 I I dp I BI I BI 1 I 1 O BI L45 = N W I Q Bl EL 4 us W LSO on hurrica anc HET4 r at 2 each trus N p N BI us ~ m ° ( c,) suppo,ting lax. <r 1810 lbs. u lift BI LIBI11 BI L% LLO 11 1 L90B Brace Gable 4" SYP #2 nailed to be rds using (2) alls at each I FILE C0 FIII cell with concrete and fU #5 bar vert. (typicaU. ROOF F %\ i L ppuHessnothearwll exceed f-� �l Wood 46X iseo n t d see foundation plan notes for — OVERHANGS AT 1'-0" 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 Visqueen over 6"xd" #IO/10 WWM on 6 mil Vlen - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE IIII—IIIII I I I�-I-I-�=�11 `" I—IIII=IIII, ,, I l l i— IIIIIIIIIIIII�IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIINl III - I I 14" F I T�plcal Front porch Scale : 1/2" = l'—O" Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia5comcast.net Stuart. FL 349% #AAC000032 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 WUnne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # 5-9—I-1 The Grand Carlton GARAGE Drawn C.C.U. . '1 12-27 Spanish Lakes Checked bg: St. Lucie Countg Florida D.R.B. OF 5 PANEL "All - Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 5 4 6 2 2 30 4.5 kw #lo 40 gal. water HTR Range #6 12.0 kw 50 7 9 8 10 Driier 1 20 1.8 kw 1 #12 Pump #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave is 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m is 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 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 412 General Lighting 29 30 Recepts #12 20 1 I 20 #12 General Lighting g g 31 32 Recepts 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI 412 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 412 20 1 1 20 #12 Bathroom GFI 39 4o General Lighting #12 20 1 s are 41 42 S are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General. Lighting (3..watts sq..ft.) ..................... Small pp....A Rance Circuit(s) .................................................. . Range......................................................... Refrigerator .. .............................................. Microwave Dish Washer ................................................. Clothes. ,Washer ....... ........ ............. ........... Clothes„Dryer................................................ Water Heater Water..Pump.................................................. Garage Door Opener .......... I ....... „ . „ . , , ......... 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1,500 1,500 I 1,200 1,200 I 1,200 1,200 I 5,000 5,000 I 4.500 4,500 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 840% 1 O 10,966 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30.966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed L Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- 1 Wall Mounted Light =E) JJ-- QrQ Waterproof ground fault circuit interrupter PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector �2 Flood Light Q Thermostat ® Electrical Panel ® Central Vac ua I Electrical Meter ® Smoke Detector M Ceiling fan © Television Jack Telephone Jack q Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up lintercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes. I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refriggerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years From the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. H.B. Vent -thru--- Soffit ATIO/SLAB I I GREAT RCOM I I I Center Registers 169 CFM on ceding fan 169 CFM IOxIOx-1 I OXIOxI 19 -11 3,01,01 ° 11= 232 CFM I2x6x7 163 CFM IOxlOx6 MASTER BEDROOM 163 CFM IOxlOx6 x12x9 B/A ra ra ICJ r ICJ 12x12x9 F B/A LOSET iwrig I e8 CF-,M��-% I I I 12" I L---- _ �� r---7 K II 153 CFM 12x12x1 I 1'f Pfrinx- 20xQ0 F O i I T I I LF I 14" 1 I j I n" 22" x 54" � I L-----� Attic Access with light i L 1 SECOND % BEDROOM 1 12x12x8 B/A CJ COVERED PORCH MH EC/4NIC,4L 'L/4YOUT SCALE: 1/,4" = I'-O" 11. It is not the intent of these plans to show eUerg minor detail of construction. The contractor shall furnish arld install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear and rwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for n the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 1: Z 5�OA ---- Vent -tlaru BAT Soffit CFM 150 Amp Id k1meter Panel GARAGE r----------------- i I I I I I I I I I I I I I I I 1 I I I 1 I I A/C disc. 15o #2/0 Aluminum feed AMP MCB I " Conduit -��� PANEL A EL 21, PVC (FP 2" rigid service FPL I Bare #6 coppe� wire to #5 coot. Fe ar 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 Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart. FL 34994 UAAC000032 1:1111114- Exhaust Duct Thru Soffit - Wire For Front Post Light 6' - 3" W(gnne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida PATIO/SLAB CTRIC/4 Post Light with I Photo cell w o L N v arlton L:;N" Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for claritg SCALE: 1/4" = 1'-0" Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14,1sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 5-9-IZ GARAGE Drawn by: RIGHT C.C.U. Checked by: D.IR.B. Sheet I Comm # E-1 112-21 OF 5