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HomeMy WebLinkAboutBuilding PlanHe Copy A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED r DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. All 30' Spanior less 30 degrees or less F- 1 /2 —► Line span approx. Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crone operator sets truss this way. 30' to 60' Span A SDreader Bar fray 4-- Approx 2/3 to _� Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A AI F=2 HAN E:>ILE=FZ NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder r. CORNER SHOWNOVERHANGS NOT FCLARrTY OR tab: rails. SEAT PLATES BY CHAMBERS I I I I I I 11, I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F--- heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-l" TYPICAL END DETAIL A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers RA GAGE LEFT I-' 21' 14' m m toll m m m a'0 al dj W rA -a a0 11 m oo _t N r (V J2 r (V Ja 4J4 16 �e J6 GRC I � AS I A4 I A3 I I A2 At I A, I A, 121 I IN 13'-72 I A, I \�I I Al �\ Al I Al \ --- 4 At All D — A 2 WrLn O A F CM U3j A Q Q !- w -' a �tj2 A j z — � U0 LIJ_ A z- z A ZD O C%j A A T SETBACK BOSTON HIP TRUSS s 8117 GRB B Js s B Jt W B I , I I GRA10 I I , JC JC c I , I , I , 04 r I 1 1'-84• 1' 84• 7-2- r_27 N GARAGE RIGHT FABRICAT70N AGREEMENT RET sEscA1WWWSTARTEDUMMW=A0R1d RWWtial=aCatNED pi dsealpsan dIM propatywhen tlw br.ne w0 tw bolded k - f:. 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OAR oaaldadlon Of Chernhars Tres edardup crsdll for rub mdaW an adenije d Grsnrbers TYuseTun by.a" srdt/ rxdW V mapdW and this •nd d hdehbdrr to owed h Ilydsblednen keudlrg agorrwys fen. r ddrA h 's'd"�� •owe a tar do peyu.re for nrrm.lr be mods by >M '1' 0. to suet d any hlWgan auWMnY Wa alRsanad, pw tbas panbbad hsasMa or vm•«� �•t r•d b Ina pall" •a» set t o Sore vane IN ay such , wa be tide 6Lde Corary, Florke. _ 11. Dawn rsepammaan ew p -Nollond Stadied Ard Rwarawrd" Guldsiws on Ra'yor.hatl" FarCarlabrrJlon thhp Mstd Plde Cagwcled WoodTr.an ANS1MVINR7A4-20W '•� - - . DAIM. SacNEv , = Multiple ply trusses must be fastened together per enghwelift before they are set; fagure to do so tan result•In roof coffi"e. Temporary and permanent bracing are nKpdmd and can am' ft and property and Is the risporslbbgtpf of tle truss erector. Study the conterns of the Wormatlon paclwt Included on deffnry before setfhtg tr ssis. Trow snwdbwoKwWbnwodp!dedonbpaetlartti*ayLrdtnage. Trusses last be sit plumb and square Do notlbunks or stack of PWAX d, rooting nmdertal re any _Other cdtil entrabd loads on busses, Bills can cause cogapus. .,_.D -NOTSET TRUSSES USING THIS LAYOUT .: uSE LAYOUT DELIVERED wffH TRussE s m SET TRussEs CH MBERS TRUSS INC AMIMM. �Aohb 3105 OleanderAvenue Fort Pierce; Fldrida 34882.6423 800-551-5932 Fort E UMO n2"4e542o'i2 Fax T72"466-6711 Vero Such 772-669-M2 Stuart 7.72-266-=2 ' The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and theiTr(jp c4-ve locations. 92-0/93.2 MITEK 4.2 Approved B DESIGN CRITERIA Braden & Braden A.I.A. P.A. County SAINT LUCIE —� Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof a Loading in PSF Roof R.D.L. >°.'` B Top Chord Live 20 0 Top Chord Dead 7 4.2 � r o Bottom Chord Live 10 No" -Concurrent Bottom Chord Dead 10 3 ° TOTAL Load 37 7.2 c� 1 Duration Factor 1.25 c 'o Wind Speed 165mph R Top Chord C.B. Sheeting by builder. w Bottom Chord C.B. Sheeting by builder. =. Highest Mean Height 12'-0" to ` Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By:_�L& 1V11f/r'— Date:07/19/12 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324 71/c/aa- (10i3 r- 12" H. 12 4 1 SLOPE .EFT Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood acrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' bide laps and b" 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 I�f� I lUl 5/8 thick light textured stucco on typical concrete - - - - _ block construction - - 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MPG 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 V end laps fastened with corrosion resistant tin cape and tg shank Walla spaced 6" o.c. at all laps and two staggered rows 12" o.c. in ryold. Attac4 deck to trusses using attachment detai on this sheet E 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, :sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Man Glass Attachment method TEST Expiration Date n Design g Pressure of Approved Tests 1,2,3 �'� FLU 11499.2 Single Hun 9 9 Series 185 MI Windows and doors L x gpcons I mir1 p nit, i et me- roes M corer end i o.in 2.5' edge throug� i Tuck Into eo a filled CMU wall maintaining min 2.5° edge dis[encs in strict adherence to the product a royal. + 60 oaf A 16-0330.02 Overhead Garage Door Model 824/811 W- max width L'-�" max height DAB Install x uc to e;.H a eR i r es mt iih%525 rde�ue Mrs urte�� ,°HiI Ha tter e� Ia te"�lo a ke Mrck ng (1) 5/IL' 5/a" full thread Ip ucreea in each braeieet mmntemne mart d 1.5' edge dutaxe - GC to utnatig adhere to product approval rondo 9/IG' 'a nut eeuher an roller to 10-9-21 + 50.0/-60.0 paf B FLU 16614d Fiberglass esign Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 1.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass 9 Door Series 420 Mt Win and doors a x cons l AL-1e row 404*�Ptierpthaag max. on sac corner end 'po.c. a PT Buck into solid Poled CMU well maintaining min 2.5" edge istance in strict adherence to the product approval, + 48.2 PSF - Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Design Pressure i8 of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi windows and doors For CMU se (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment penetratim into each Mull Clip. Attach mull to clip using (4) #10 x 1,25" MiP tappn screws per clip as shown in product approval. ± 118.9 PSF ROOF FLU 11651.12 5V Crimp2L Metal Roofing Gulf Coast Supply and manufacturing ga. 5vcri% metal roofing attached to plywood deck using #9 x 1.5" wood acres with wit sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) O Ib felt underlagment installed with min. 4 side laps and L" end laps fasteed with corrowon resistant tin capa and with 1.25" ring shank nails s aced L o.c, at all laps and two stagggered rows 12" o.c. in field. Attach deck to Vases using attachment detal on roof plan - 108.5 PSF Siding Stucco on Block Soffit Model T4 12" Vented FLU 12198.3 Vinyl Soffit Kggcan Install usig 2" x 2' battens at V o.c. screwed to soffit framing using #8 x 3"aood screws at each truss. Install soffit to battens using 0.12" diax 1.5' Iona rrno shank nails with 3/8" is. head, +55.OJ 35.0 PSF Hurricane 2-1 Gauge Global Firotection Panels FI# 15016.2 Storm Panels Products LLC Install uslg 1/2" din. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 is tt beandc combo. withNeoprene washer at 12 1/2" o.c. ± 45 > pSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 14 12 O COVERED PORCH Finish Columns with 5/8" thick cut coral finished stucco bands a:� 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" O.C. base -board 11 II ,, 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill nterlor Non-Bearinq Partition Braden It Braden AIA, P Architects - Planners 41, S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 3-499G #AACO00032 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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' aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced b 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 5/8" thick light textured ,ram TERMITE TREATMENT REQUIRED / i,• i ,� 10 � CI y / i� stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION���c�^03 _ t iza�. , SCALE: 1/4" = 1'-0" Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.cmax 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 12 4 SLOPE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. nts Wgnne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida 5/8" thick x 8% cut FRONT ELEVATION VATION coral finished stucco bands SCALE: 1/4" = I'-O" 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 Budding Code Residential; 5th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Categorl: II Wind Velocity: I65 mph ultimate Mean Roof Height: pp'-O" Roof Pitch: 4:�2 Internal Pressure Coefficient: ±.0.I8 SubJectability to damage from: Weathering: Negligible Termites: Very Heavy Width of ROOF End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C �p 41 TO ROOFTC2 1 Adjustment factor for Exposure Height. .21 x 0.4 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.4DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width; Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 paf 0 f ZoneI Wall Zone: 5. +35.8/-41.8 psf Walls Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X By Test: psr This Building Shall Have the Following: ®= Corner Zones APPROVED SHUTTERS: X IMPACT GLASs:__BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --I-S psf FLOOR DEAD LOAD: 10 of JOB ADDRP:ss \��6 MODEL: Dat6 Drawn : Revisions GARAGE 5 9-li LEFT DFawn by: C.C.U. Checked by: Q.R.B. Sheet Comm U OF 5 1.1= Atiw FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter din with k, steel crash post. Floor proceeding Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansn bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag io(3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 1'" 4. No dissimilar metals to touch. 2!6" 2�2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. y; ALL Concrete used for vertical filled cells, coat. tie beams etc.. to ° 2" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '^ o — 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R-T02.3.5. 2'r; 1. ALL wood in contact with concrete shall be pressure treated. 0 0 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. ra 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibilitg requirements- zs- 2�2' 12. Lowest finished floor to be set by Governing Building Department �2" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door EH. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C13% and shall be installed d t th P 11 (FBC 0102 3 5) AREA CALCULATIONS Living A/C = 1720 sq. ft. Back Porch Total = 210 sq. ft. Garage = 317 sq. ft. Entry = 28 sq. ft. Total Under Roof= 2215 sq. ft. 2' VTR J Attach buck to block wall with 1 114' dia. Elco conc screws with min. I 1114' penetration at 12' o.c. max I and 4" max from each corner thru Exterior face 2" x L" PT Buck 21' VTR or wall J arias I I r/ 1 Master I Lay. I tt8 Wooc ecrews thru �emb ait$b�k 1 Detail aG each hinge and 15' o.c. max anLav d t Door prior to door attachment Lay, +` I 24 VTR acCor Ing O e 0 owing. Masonry Beam Drywall Framing Max. spacing Nail I" x L" P.T. Buck nailed to / block with case hardened nails prior to door attachment Thickness Location Orientation Member fasteners rinto Spacing of installation oPtidrgswall Maximum wood framingmembers " 2 x min. thickness Nails Screws Ceiling Perpendicular 24" 11, 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long y2 annular -ringed or 5d coder nail OR 0.080" dia. xx 1 5/8" long with Walla Either 161, g" 16" Direction 15/L'4" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12,, 13ga 15/8" long with 19/64" head OR 0.098' diameter x 1 3/8' long annular -ringed or bd cooler nail OR Walls 16" 8„ IL 0.092" dia- xx 1 -1/8" Ion with g Direction 1/4" head OR Gypsum board nail 0,0915" dia. x 11/8" with 19/L4" head. 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118-I, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance With ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the Wall the in tub areas and Wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin 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 #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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24' o.c.) supporting Max. 18101be. uplift Aluminum Drip - Edge t Fascia 2" x L" Sub -Fascia Kagcen full o vent Yin& uwng 1/8• die shank x I roofing nails with 3/8' product approval - see 5/8" thick light textured stucco on typical concrete block construction 3*5 bar vert. w/ 30" overlap — at each filled cell Grade 12 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute led precast lintel filled with concrete and (1) 45 bar cost, for bottom row over openings ul 1/2" drgwall over I" x furring strips at IL" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. w Mortar to be Type "M., onlyy proportioned per FBC R601.1 and Mortar Jonts shall comp with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR (."x4" 910/10 WWM on L mil Visqueen over clean compacted termite treated fill IIII—II I I —I I I l 1 � 11 1 1 1 IIII ... IIII.—IIII •' I I ,, I 1 hill 1 1 1 1 l l i i i F a i 1- \ 14" x 14" Concrete footing 14' with 12) #5 bars Cont. and #5 TY P I C,4 L SECTION transverse bars at 48" o.c. tom Slldln IN D oor At Masonry Wall NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK 91wr.1 INSTALLATION Install windows thru buck Into block with 3/I0 tap -can with 1 1/2" penetration at L' ox. max. from each corner and 20." o.c. max thereafter at ambs and 20' o.c. max Exterior face at head and sill per product approval of wall ---,\ / \ Buck to be I" x 4" PT AIL IC. I I I Km. sink I I Kitchen � I I Lev. I 3' W.C. Bath #2 N I"x4" P.T. Buck nailed to s" III lock with case hardened nails DetaII It Wind OwlS prior to window attachment NTSPLUMBINGx Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 approval I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall 1 1/2" Typical Flooring Bill Install SGD thru buck into block with 3/I0 tap -con with D e t a 1 l 1 1/2" penetration at L" o.c. max. From each corner and 20-" o.c. max NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a'x V-34' 5,0a"x 43%" Single Hung ZONE 4 2. V-2%"x 5'-3 %a" 15' x 13 W, Single Hung ZONE 4 3, 2'-2' x 3'-2:6" 21Y2"x 39%" Single Hung ZONE 4 4. 3'-1" x 5'-3%s" 98" x 43114' Single Hung ZONE 4 S. 4'-V1@"x 4'-2%" 54Ye"x 54Ye" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rou h O enln Door Descrl tion PRESSURE ZONE A 9'-0' X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 8 V-O" X V-8" 41" /4' x 832/;' Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14" x 81 1/2" ;(° ; t°" Sliding Glass Door ZONE 4 D 2'-O' X C-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 �2" E X-C X V-8" Solid Core - Wood - L-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8" x 1N' Solid Core Wood, Steel, or Masonite Door H X-8" X C-8' Solid Core - Wood - L-Panel J 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction shim. C.O.'`To septic RISER NTS 14'-O" 1'-0" 3'-lO,V2" O�3 -IOYs 35'-O" 10'-O" 21'-0" 10'-0 Oo o OO o ❑o a o EGRESS ° PORCH o o WIRE LATH t STUCCO O MASTER CEILING N BEDROOM °o ° u0 C 0 8'-O" A.F.F. co - Flat Ceding a ~LLN r CDl 121E ° ° O° M O 4" I o T l 8'-O" to 9'-8" A.F.F. Vanity be Vaulted Ceding � 34 Y2"hiig high l l 20I 8" o� Rod t Sfielf � I ° l GREAT ROOM ci H.B. `� :a I I r O o N Ill O I 2" x 0 knee -wall r L O S E l u) below counter top if Iw LINEN CABIN /7Ee F\ LU o O Rod t Shel o W w ^/�I I W/ 1 �� o I DINING @5 _ q o i i� �- �� ROOM if L,_o„ I a ly - +41" HIGH WALI.l 8'-O" to T-8" A.F.F. OI I Vaulted Ceding l " A.F.F 8'-O. l O i OINV Flat Ceiling I I-I/2" VERHANG r O KITCH"ER— — — — — —_ o i H - N Upper cabinets to - extend over Ref. C4 Oo NON -VENT T i R D ° REF 3L' o BEDROOM ® I — _ OfrENI too `s u Flat Ceiling - IV Lry O I A/C #I O r �{Lj/�,-1�,I-\' R-II Batte Inauidt4m I 22" x 54• \' / ?I J 1,�1 O Attic Access `i�l, W I( Provide auto I with light °' u)I \ts w 1 3'-4" 4' 30" 4„ 3 _O„ closer L - - -e - 4"0 Steel Ballard O lap See detail on this sheet I Q``II� J L150Double ou le 4A, Pan I HanginHan n22"GARAGEE H mVanity to be l l H.B. A.F.F. 3 i2"hi9 O r+ Flat Ceiling v I ®L 4n 0 r o ;o �aagn2_ anging c � I Block wall In O t - ° I garage to be I ° MT O I struck block I EG Re C ° O -n I I ndv cc I to (7 m - ° L-J1100 UJILI SECOND ® 12-8-09 B E D R O O M O T e'-O" A.F.F. Flat Ceding O O I ri � iv O Is Scale : 1/2" = 1'-0" S: 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. -1• 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 11. FOUND/4710N FL/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 60, MEETING ASTM A-I6, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision -4. Verify all recess thickness at showers, tile, etc.... 5, Contractor to provide filled tail with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to �'-11" 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 5011 test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade �0, meeting ASTM A-1( and A-35 specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar vert. w/SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermesh OR CXC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade 1114"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" '-O" 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per o foundation plan l N 10° '(2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16" below finished floor IIR t- SCALE 1/2" - I'-U" Verify house slab height in field 30" COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) #5 bars each way SCALE 1/2" = I'-U" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE ro — SCALE: 1/4" = I'-O" 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) 45 BARS CONTINUOUS 0 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x d"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" =5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height 4/ based on gar. floor 4" concrete slab with fibermesh OR slope. VxO 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted treated fill " a)O'-OF.F. Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x L" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 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. Filled Cell Masonry Column With One 95 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 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS c rr vnit( Copy IGe Area Ede Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" Sd ring shank 1 6 sf Zone 3 4" .4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 pal Verify with Plan Concrete / Lintel r---I i Provide 45 bars with min. 48 bar diameters overlap into beam. Tic filled cell steel into continuous beam block steel. Provide Cast -Crate 8U8-OB/OT precast lintel set in mortar Min. 8" Bearing 12"x 12" ,lumn Block Rebar Rebar 1,48 Bar Ca. Mm. Overlap Column to Lintel Attachment NTS Provide #5 bar set in pro -cast F O C F F L A Scale I/2" = I'-O" lintel into beam where length of the opening calla for it. - Overhangs at 1'-0" unless Otherwise noted On this sheet - Roof pitch at 4.12 unless otherwise noted on this sheet t:i.:: 1 %:::l Provide PT Buck attached per iamb clads into filled caL. l " 4" Pre -cast Sill E r,t t:{ i r' #a Truss shop drawings to be provided by manufacturer Any changes to this plan shall be subm(tted to the architect for approval in writing prior to starting construction - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for lagout and uplift verification Poured Felled Cell Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Compang prior to truss construct) Provide #5 bare with min. 48 bar diameters overlap in Filled cell. Tie Filled cell steel into continuous rooter steel. Concrete Footing .`:..;; ":• F'.';::'. l:'M,� (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2` x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. NInstall Simpson MGT into wall using \ 5/8" din. threaded rod set min. 12" into wet beam and (22) 10d nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LS" 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 detai on this sheet Additional recast Lintel #5 bars S Lintel Bar Clear „ „ A B .,4 ":�: Length Length Span Bars Bars ^,,;;. ':%..• CLEAR 2'-101, 2'-8" '-6" 2 43 none 3'-6" 3'-4" 2'-2" 2 #3 none Bill8F8-IB/1T 8F8-IB/2T Additional 4'-0" V-10" 2'-8" 2,43 none #5 bare CLEAR ,.':'` •x;)' ."';a'; '. 4'-6" 4'-4" 3'-2" 2,43 none pone Row of •:-.:.:. Block Above ;:C::;": 5'-4" 5'-2" 4'-0" 2,43 none ,"'• 5'-10" 5'-8" 4'-6" 2 tt4 none r < 9 Precast Lintel";r' 1 6'-6" 6 '-4" 2.4 4 none Additional" r ,. I&____y #5 bars �____All 1'-0. 6'-2" 2.#5 none BFIL-IBAT 8FI6-IB/2T B'-4" 1'-10" T-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=l.5" 2. min. bearing required s ea. el 3. standard for reinf. ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above i• ii Bottom Steel S1zB Top steel Size Max Gravitg Load (pLF) Maat Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-V BF8-OB/IT 1 #5 3069 151.9 1024 L31 2'-L" 2'-8" 4'-0" BF8-OBAT 1 #5 2661 1363 1L3 L45 4'-5" 5'-10" 8FB-08/IT 1 #5 1106 909 331 L50 5'-0" 4'-6" 81P8-OBAT 1 #5 1238 ass 121 L40 4'-8` 1'-L" 8F8-OB/IT 1 #5 1011 121 534 8-O" -" SFB-IB/2TLBO I u5 #5 152 591 512 L90 9'-0' 10'-4" 8F8-IB/2T 1 #5 2 #5 643 530 401 L90B 9'-0" 10'-V 8FIL-I12/2T ONE 1 45 2 #5 1533 1183 401 LI00 10'-0" ll'-4" BF8-IS/2T 1 #5 2 #S 582 494 452 LIOOB 10'-0" ll'-4" 8FIL-IB/2T ONE 1 #5 #5 13L6 1028 452 LI20 12'-0" 13'-44 BF8-IB/2T 1 #5 2 #5 1 411 428 324 L120B 12'-0" 13'-4" 8FIL-6/2T ONE 1 45 2 a5 1 1015 110 324 L140 14'-0' 15'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1250 409 2541 LILO IL'-O` IT-4" 8P8-IB/2T I #5 2 #5 300 112 194 LILOB IL'-O" IT-4" 8FIL-IB/2T ONE 1 #6 2 #S 1 also Soo 194 - ALL LiNTELS SHALL BE MADE BY CAST -GREY - LINTELS SHALL BE FILLED SOLID WITH 3000 FISI CONCRETE NFORMATION REGARD - REFER TO CAST-CRETE CATALOG FOR ALL[ REGARDING AND SAFE LOAD RING LINTEL CONSTRUCTION. HANDLING INFORMATIOiN REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal fiurricano anchor at each truss with (10) IOd x 1 1/2" nails — f 24" o.c.) supporting Max. 181016s. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fasci Kagean full o vent vingl soffit installed using 1/8" din shank x 15" long gale. roofing nails with 3/8" din. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied`� mto lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor J 12 4 F Poured Cc concrete t Poured Confer concrete block i Aluminum Drip Edge t Fascia Flesh and Counter f lash Nail ledger to gable end truss with (2) IOd Ile at each web Cl Per Specs lax. Aluminum Panel &us per manufacturer — see Twagal Stud Detai Ve" x 3/32" Wing Nut w/ appropriate washer and spacing per manuracturer's Details A91" C a' I a Stud Detail Stud w/ Die Cast Zinc nTM" Nickel Plated Wing Nut VAI- Crete oncAnchors Par C n reterero Specs Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSS ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) Nr a) � X aJ r OU 0 N � la— q O ZL b a � a N W U O U d) p _E _ NU ry L J " \R-30 blown fiberglass 1/2" thic stucco on 3/8" hi -rib lath in bottom chord of trusses a attached to horizontal and vertical wood Framing with Wade or staples to provideV1/2" drywall with smooth finish no leas than 1-3/4" penetration into horizontal wood framing and 3/4" penetration 7 Two rows of beam block filled with concrete 9 - into vertical wood framing members N d LU Simpson HETA 20 hurricane anchor at each truss ( 214 o.c.) supporting Max. 1810 lbs. uplift H E A ­TA 2 I� B1 '4 FSLOFE ------------------- p I i 1 m L31 If I / I / I i I� I� Gulf Coast Supply and IMFG 5v 26 9a. 5v crimp metal roofing a' Itgpe Z> w io tat u laps fastened with corr aion resn Spaced 6" o.c. at all 1 6 and tl 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 II �I� II II II II II . L90B MANS 11 F06 MAow —MIN IBM Metal roofing FL 411651.12 d to plywood deck using tt9 x I.5` aileo til min. "t- siae laps ano r. eno tin caps and with 1.25" ring shank Halls BI ggered rows 12" o-c. in field. Attach Attic Aeeer \_ ¢h B I L31 ?; _\� I I / I/ / I / I I I \I I I I \ I D.H \ I BI I R(A� i O I �Celh \ I Q I \ i lu \ I S, and (U #5 bar cont. in each row. Substitute 1 o precast lintel filled with concrete and (l) #5 U] BI BI 12 bar cont. for bottom row over openings o 8" Block walls L90B L90 I/2" r wall over I" x furrin ,a 4 g I 5/8" thick light textured stripeda 14" o.c. with R, fl—foil o �^ B1 SLOPE stucco on typical concrete ypical Insulation on t block construction All drywall to be installed per FBC R102.3.1 01 .r:! .:,..,:..;,..;•: B1 Varies -sae plan7 and shall meet all pertaining ASTM codes. BI W Mortar to be Type "M" oney proportioned �pper FBC R601.1 �+ tt5 bar Vert. w/ and Mortar joints shall comply with FBC R601.2.1. 30' overlap Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...) HETA 20 at each filled cell FIII cell with concrete and -Simpson HETA 20 Rear Patio/Slab to (I) US bar Vert. (typical). p BI be flush with bottom of Max. spacing shall not exceed hurricane anchor at each truss sliding door recess. Wood 48" unless otherwise noted ( 24" o.c.) supporting Max. Base see foundation plan notes for 1810 lbs. u Ilft apacing at openings p BI Step per foundation plan 4" concrete slab with fibermesh OR I BI L45 VxV #10/10 WWM on L mil Visqueen over o—Slope per foundation plan T clean compacted termite treated fill T. III-IIII-IIII-IIII-IIII-IIII IIII IIII lii; II ril����,, 14��� IIII- FI 111=11i 3 Tgplcal Section at Front Forc•h Scale 1/2" = 1'-0" I )ate Drawn S-q-I'1 Drawn by: C.C.0 Checked bti- D.R.{3. PANEL "A" Poles BR Load I Wire Description circ# circ# Description Wire Load SR Poles 2 40 1.0 kw #8 ABC comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran a #6 12.0 kw 50 2 l 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 II 12 11 I 20 1.5 kw 1 #12 13 14 Dishwasher tt12 1.2 kw 20 I 1 20 1.5 kw 912 Microwave Is IL Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepts #12 20 I 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw 412 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 912 20 1 1 20 1A kw #12 25 26 Recepts 1212 20 1 1 20 1.92 kw #12 21 28 1 Recepts 412 20 1 1 15 214 General Lighting 29 30 Recepts #12 20 1 1 I5 214 General Lighting 31 32 Recepts #12 20 1 - 1 15 - #14 General Lighting 33 34 Exterior GFCI 1 #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 I 20 212 Smoke Detectors 31 38 General Lighting #I4 15 - 1 20 #12 Bathroom GFI 39 40 -I General Lighting #14 I5 I - spare 41 42 sp are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft.) Small, Appliance Circult(s). .... ... . . ... . .. _ ... . Range ......... ........... .......... .. ............... Refrigerator.................................................. Microwave.................................................... Dish Washer.... ............................................................ Clothes_ ,Wpsher. .. . . . . . ............. ................... 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 I 1.500 1,500 1 200 1,200 I 1,200 1 1,200 1 5,000 1 5,000 1 1 I 4,500 4,500 1,800 1,800 810 810 Total Watts 3-1,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 $45% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Le end $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Pe Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light Waterproof, ground fault interrupterm: Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Carbon Monoxide Detector 412 Flood Light Q Thermostat m Electrical Panel ® Central Vac r=:Ll Electrical Meter sQ Smoke Detector Ceiling fan © Television Jack Telephone Jack AC c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, 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. 5. ALL bath and kitchen receptacles to be GFI protected. L. 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 RM1402 10. A/C Refriggerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall complg with energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed sgstem shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liabilitg and property damage for the duration of the work. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one gear 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 mag have been damaged, 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical sgstem 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 utilitg and telephone compang. 42/0 Aluminum feed I Y Conduit -� 2' PVC ( FPL 2' Bare #6 eoppe wire to #5 cant. rear 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 19. The electrical system shall be compietelg and effectivelg grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All racewags 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'-1" shall be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RM1502 CHI\'C<=L O= THERMOSTAT LOCATION f 1, Vent thru L<',YOU` SCALE: 1/4" = 1'-0ii Exhaust Duct Thru Soffrt, ELE 4" Exhaust Duct Thru Wall WP GFC1 SCALE Post Light with Photo cell \ er Post Light on corner Exhaust Duct Thru Soffit Wire For Front Post Light Braden It Braden AIA, PA Architects - Planners Wunne Building COf p. MODEL: Date Drawn 5-9-11 Revisions Sheet Comm # 411 S.E. Coconut Avenue Tel : (712) 28-1-8258 Fax (172) 281-8283 E-mail: bradenaiascomcast.net Stuart FL 34996 #AAC000032 T H E R O Y A L E GARAGE LEFT Drawn bg: C.C.U. Checked by: D.R.B. OF 5 12-100 Spanish Lakes St. Lucie County Florida