No preview available
HomeMy WebLinkAboutBUILDING PLAN8'-I" T.O.B. 12" O'-O� Finished Floor 12 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41101,12 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" enc laps fastened with corrosion resistant tin cape and with 5" ring shank nail spaced 6" o.c_ at all laps and two etaggered rows 12' o.c, field. Attac deck to trusses using attachment detail on this sheet �UpEg t r... OMPLt�t,� ALI -MiAs A AND SHOE C MUST u Coot5 rcw P 6TlEp Ey8 ANO W1No E W l ® 4uo AppR thlmh^�`EcO�u ed stucco on cal concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' = Gulf Coast Supply and MFG 5v Crimp Met I roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to lywood deck using #9 x 1.5" wood screws with self sealing washer at 12" c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed ith min. 4' side laps and 0 end laps fastened with corrosion resistant tin ca�a and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggere rows 12" o.c. in field. Attach deck to trusses using attachment detain on his sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. Sv 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 C 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-q in field. Attach deck to trusses using attachment detail on this sheet 1licSE PLANS AND ALL PROPOSED WORW ARE SUBJECT TO ANY CORRECTIONS RE 4UIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE C1)68' H. 5/8" thick x 8"w cut O coral finished stucco bands EJT.. Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NOTES: 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at I'-C" 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. 12 SLOPE 4 GoN0,l4-40,rgS gAArHSA yAAS, 0,0NTAgCT� llybp 41r 12" 5/8" thick x 8"W cut 12" H. coral finished stucco bands H. 3 3 5/8" thick x 8"w cut coral finished stucco bands �5/8" thick light textured stucco on typical concrete block construction --------------_--------------------------------------- - - ---- 0'-0" = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" tAANUF RS�� 1Na Ul'A4fQ nnNI"coDt M41s _ ."'Mr UW5 Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, gliding Doors, Windows IN Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER 1,2,3 MI Windows L ipp. x tlpcona w mrt. penettpuon at maxx. roe rach corner end L o.c. thereafter through PT Buck Into solid FLU 11499.2 Single Hun 9 9 Series 185 and doors m hued CMU wall maintm xng min 2.5" edge distance in strict adherence to the product a pr A 16-0330.02 Overhead Model 824/811 9'-4' max width DAB ant x uc to cocrste oc with i et a ors br ve t umng a/e• x 6' WU MLC cleave anchor, n 9' ac. h 115 da. sash". wit ea 4' wipe de ante. lnotall track to buck Garage Door L'-O" max height Mail (D 5/16• x 1 5/e" full bread wg ,cries w fib,.memtemng win or 15• edge detente - GC to amtlg adMre to product approval rovids 1/K' bahmut Waw,e an r "te, Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max B FLU 14414.1 Fiberglass Desn Jeld-Wen from corners and n.5" o.c, max thereafter in head and jambs. Smooth Pro/ Sliding Glass M+ Windows i x �lpc-2 w m'% enatlation at Max. roan each corner and l" o.c. all dowDls raw t�erea/ter through C FLU 15332.2 Door 1 Series 420 and doors PT Suck into wild 1n strict adherence filled CMU wall maintaining aim 2.5 edge diatancn to the product approval. Product NOA/FL Model # Manufacturer Attachment Method NUMBER 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) #10 x 1.25" Mullions FLU 15353.8 vertical mullion and doors dell tapping screws per clip as shown in product approval. Roof FLU 11651.12 5V Crimp Gulf Coast Supply 2L ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5" washerspacing Metal Roofing and manufacturing �toode 2) 30wlhh felt underla nstalled with minx 4' lapsrand56Men resistant mg laps fastened with corrosion tin caps and with 1.25" shank nails spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan 2" x 4" top plate pUiration Design Pressu�6EIgIAN^ 4if �I,,L PROPOSED WORK to of Approved T@ "cCY i'O pNY COR iECTfONS drywall ceiling on truss bottom cord ill D BY FIELD INSPECTORS THAT ± 60 par MAY Bi I IECESSARY IN ORDER TO COMPI. NITH ALL APPLICABLE CODA, -9-21 + 50.0/-60.0 psf I/2" drywall on + 50.0 PSF 2" x 4" studs at 16" o.c. + 48.2 PSF Aration Design Pressure e of Approved Tests + 118.9 PSF base -board / 2" x 4" P.T. bottom plate - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6' o.c. screwed to soffit framing using an each ntruss. k nails Intstall soffit lato battens using 012 3" wood screws d. + 55.0/-35.0 PSF Hurricane Panels FI# ISO16,2 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 I of Record ) 12 SLOPE 14 a 12„ H. O'-O" _ 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 #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCANNEE 13Y St Lucie COunlq ST. LUCIE COURTy BLT?1D? IVISION REVIEWED FOR COMP ANCE REVIEWED BY DATEPLANS AN PE MI S E KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE \ 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill Interior Nor -Bearing Partition nts Braden it Braden AIA, FA Wgnne Building Corp. - Planners BTelArchitects 41 S.E. Coconut Avenue The Grand Carlton : (112) 281-8258 Spanish Lakes Fax : (112) 2 87-8283 E-mail: bradenaia comcast. net St. Lucre County Florida Stuart. FL 34994 #AACOO0032 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid 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. 12 SLOPE 14 thick x 8"W cut coral finished stucco bands 1011101111 FILE C&"',' SCALE: 1/4" = 1'-0' 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 DORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: ItS mph ultimate Mean Roof Height: W-O" Roof Pitch: 4:12 Internal Pressure Coefficient: ±o.18 SubUectabditg to damage from: Weathering: Negligible Termites: Vertl Heavu Width of Roof End Zone: 34", Wind Speed: 165 mph ultimate Wind Exposure Classification. C 1.21 x 0.6 = 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OA.WL; O.4DL+O.6wL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 par 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 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Teat: pal This Budding Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: al per ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -AS- per FLOOR DEAD LOAD: 10 par ITCH 0 = Roof Zone I Walla Zone 4 ES = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: ;\S'\c�c� `Zap MODEL: Date Drawn Revisions : Sheet Comm # 5-9-I1 GARAGE Drawn by: RIGHT C,C.U. 1- 12 - 2 7 Checked by: D.R.B. OF 5 FLOOR PLAN 4 CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 3L" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior t0 steel crash post. Floor proceeding with work. Flange with 4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (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. 4. NO dissimilar metals 1.0 touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /2 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 (o. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R�102.3.5• -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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2., 2y, handicap accessibility requirements. _" 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 pper FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke - developed index of not greater than 450 per FBC,I R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 'x 6" P.T. Buck nail flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case harden materials exposed on the underside of the roof deck or on the attic walls shall comply pri r to door attachme with F.B.C. R316 - see permit info box of code edition 18. G plum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C`f 0, C1002, C1041,C1177, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Or wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 121, 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular —ringed or 5d cooler nail �2 OR Walls Either 16" S. " 1L" O.OdO" dia. xx 1 5/8" long with 15/64" headOR Direction G psNm board nail 0,086" dia. x 5/e with 9/32 head. Ceiling Perpendicular 24" 1" 12" 13ga 1 6/8" long with 19/64" head OR 0.098" diameter x 13/8" long annular —ringed or 6d cooler nail OR e 0.092" dia. x 1 1/8" long with 1/4" head Walls Esther 16" g° 16" Direction OR Gypsum board nail 0.0915" dia. x 17/8" with 19/44" head. ee 1 O rzl 0 0 to Masonry Beam / Wads Install SGD thru buck into q O block with 3/16" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. ma thereafter at head per product approval Use SAC tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. I max thereafter at sill per product approval 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11�18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling 8ssemblles, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanginn smoke E 84 developed index not to exceed 450 when tested in accordance with'ASTM 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 #9 x 1.5" d wooscrews 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18IOIbs. uplift (shop drawings by manufacturer) Aluminum Drip —� \R-30 blown fiberglass Edge ! Fascia in bottom chord of trusses I/2" drywall unth smooth finish 2" x 6" Sub —Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each raw. substitute Kagcan full a vent vingi soffit installed precaCst lintel filled with concrete and (1) #5 using 1/8" dia shank x 15" long galv. bar ont. for bottom row over openings roofing nails with 3/8" dia. head per product approval — we chart sheet Ul 1/2" drywall over I" x furringg strips at It" O.C. with R4.1 frfoll nsulation on typical 8" Block walls 5/B" thick light textured All drgwall to be installed per FBC R102.3.1 stucco is t light concrete i and shall meet ail pertainingASTM codes. 9P ao Mortar to be Type "M" only proportioned per FBC RL01.1 block construction and Mortar Jonts shall comply with FBC 021.21 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell,() #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade IIII=IIII=�II„i�I11- IIII _ III IIII1111— 114" x� 14" Concrete footing 14° with (2) 45 bars cant. and #5 TY F I C A L S E C T f O N transverse bars at 48" o.c. Scale : 1/2" Head fixed door sliding door 1 1/2, Bottom Track It Sill SIiding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 144� 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 = 11,548 2' VTR AIL I I I I 21' VTR I JAL Master Bath 1 2 ILay.. 2• � Lay. I I I �• 2" VTR 3. 1 �L I I 2' 3• Shur. 1 Kit. sink I I Kitchen 2 I Lev. 1 3" W.C. Bath #2 Shur. 3` C.O. To Septic PLUMBING RISER I" x 0 P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall al Flooring Install SGD thru buck into block with 3/14" tap —con with 1 I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule lark Size Rou h O en. Window Description PRESSURE ZONE I. 4'- %'x 5'-3%" 54%e"x 634' Single Hung ZONE 4 2, G'-%"x 5'-3 %° 15" x 63 %4' Single Hung ZONE 4 3. 2'-:!" x V-2 1/2" 2l%2"x 38%" Single Hung ZONE 4 %"x 4'-2%8" 54%s"x 54%" Single Hung ZONE 4 ALL I.Lindows and mullions ALL w ALL W All ro with m t0 be aluminum windows W/ tint per elevations. ndows to withstand pressures in permit info box on sheet i ndows in bathrooms to be tempered gh opening dimensions to be verified bg contractor nuf acturer s specs prior to construction Door Schedule lark Size Rough O ening Door Description PRESSURE ZONE A 9' 0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3' O" X 6'-8" 41 %4'x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-10" X C-8" i4" x 81 %' ;i ::Hi Sliding Glass Door I ZONE 4 D 2.7'0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %2" E 2'�6" X 6'-s" Solid Core - Wood - 6-Panel F 5'rt0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'- " x 6'-8" x 1 %4' Solid Core Wood, Steel, or Masonite Door H 2` 8" X 6'-8" Solid Core - Wood - 6-11anel 1 2' 6" X 6'-8" Solid Core - Wood - 6-Panel - Bt-Fold K 7 8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold a V EE El EE EE z _ EGRESS 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above 0 o Covered Porch 12'-8" O O O N E O° Oo I EE E E ° Oo c l] O MASTER _ BEDROOM_ i 8'—O" to 9'—S" A.F.F. Vaulted ailing 8'—O" A.F.F. nm Flat Ceiling tnu_ GR AT E ROM o E I Rod Shelf E 19'-8" L'-4" 4' 6'-0" Vanity to e ° I v- I 34 Y2"high !V _ N I t N to I p— I H.B. to E I r L SET E 8'-0" to T-8" A.F. . 2" x 6" knee —wall o below top IV O M Vaulted Ceiling I counter 111rr r I DiNiNG ROOML LINEN I F 8 Rod Shelf ABINET 6 O ro O Q 2 � r W 0. I B A O E O Vanity to be i �� ° W 1 34 %2„high I ✓ I O High Wall E KjITCHEN "-u Vent C ryer Ov I-I/2"_ _ O throug wall _ I — — Cver-hang 8'-0" A.F.F. N L ° Flat Ceiling — ILJI ° O Upper cabinets to 8'-I" 4"3'-O" extend over Ref. - iv N I " fillerN A T H _ — Rar. fQfTa�nw ayq �s. .a 4'-O" WoaxVlaY Penina E O _ Rod _!_Shelf _ N _ N ® N . —II Batts wlati O I A/ C O 4"KV Steel Ballard r3e� r!1 rJgtad, Qn this sheet W I $ I,„ c`l 22" x 54° I F p j Attic Access Provide auto 1 with light I closer E a d L_-__-- E 8'-O" A.F.F. [ _ _ 22" a -1 W Uc Flat Ceiling Ln 4„ 150 Amp s L, O„ a Panel Meter rLT SECOND © m IL a E N BEDROOM E Y GARAGE lJII GRESS EEI PT 1 EE 8'-4" A.F.F. O E E E Flat Ceiling 174 ° O N E EGRESS r----------------- I O Vir if E Block wall in I EE ai E E O _ I garage to be I - struck block 1 O COVERED I I O 12" x 12" concre a column block filled o O ith concrete and (2) #'1 bars vert. tied QRC I 14'-6" I into h tels above I i :a 6" II'—L" 6' 2" t I i I I O O a 2' 8„ j 2'—e„ 3,_5„ 91_01. 34'—O" FI!-E COP Install windows thru buck into block with 3/16" tap —con with 1 1/2" penetration at L" o.c. max from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall --\ / \ Buck to be I" x 4" PT ALL -xterior doors to withstand pressures stated in permit info varies box OI sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTj ND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor Detail at Windows with manufacturer s specs prior to construction I Braden t Braden AIA. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 349% #AACOO0032 I"x4" P.T. Buck nailed to block with case hardened nails briar to window attachment NTS Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with Y 1/4" dia. Elco conc screws with min. 1 114" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall snag #8 y crews thru jamb into buck at each hinge and 15" o.c. max and a t r i nnr• prior to door attachment MODEL: Date Drawn Revisions 5-9-11 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. NTS Sheet I Comm # 2. 112-21 OF 5 2 3 4 S. 6 1 TFUCIJFAL AOTE5: 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. 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. IL 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. 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 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I'l F-OuAD/470N FDL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (D,L+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, t A-35 SPEC FICATIONS. ALL ANCHOR TO BE A - 30� STEEL. ALL DOWEL SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AN FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENI GS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCH( ECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING#( 3" BEAMS: 1-1/2" LAP ALL R INFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANC�ARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO. SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBE 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 2800 psf. Should any other conditions ae 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 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to g'—I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" 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) b. 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-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ 30" overlap — at each filled cell 4" concrete slab with fibermesh OR 11 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade 00 i I= III I I I I- 14"111 x 14'd concrete monolithic footing with (2) 3*5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-o" 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 10" 12" TAIL AT C 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. teed into lintels above Top of footer IC' below finished floor (2) #5 bars cont. bottom steel ARAGE STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in Field 30" COLUMN FOOTING DETAIL 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE 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 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. 4'1 concrete slab with Fibermesh OR 4"x4410/10 WWM on 10 mil Visqueen over clan compacted termite treated fill PORCH SLAB E 45 bar vert. w/ 30" overlap at each felled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ L- 11- 14" GE DETAIL SCALE 1/2" = 1'-0" = (TYPICAL C IONS 4" concrete slab with fibermesh OR Cxb'l #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fell ®I pp At'\ I 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. Tj) GARAGE CURB( DETAIL SCAI /2" = 1'-0" Filled Cell Masonry Column With One 45 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 #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location 34'-O" 20'-0" 14'-0" — r— — ° 00 OO i�i ���� 00 OE ° ------ J------- 4 J Filled cell under - girder above FI I E I O I Rear Patio/Slab — I t'o be poured separate L , From the house slab. I O In IE Thicken footingg to I 24"w x 14"d x 24"L a E I under filled cell PI I EE IEI I I I I El EE under girder bearing. Or — — — —— —i----- — — ---_J iO Rear Patio/Slab to I m ° I be flush with bottom of �U a sliding door recess. Slope 1/2" �_ v I I NIL -a -i I of I I FI I I IE I I H.B. E I 4" concrete slab with fibermesh OR I 6"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill C)l E I F11 - 0 �I I I I -i ° IE F- B. I ° �I E FI I O `— ° — --AAko -- ol �r l0 o A/C r — — 4"0 Steel Ballard W# I I ®felled w/ Concrete N ° owl I F I07 #I v E uVu I m a 4J I IIQv I E r FI— — J I E� OE I °,0= 3 I E E E °to I � to - ° Ir- / E lCD °O EL-------J ID N "ZIL I = cO U I LH v#= aI iL O X r——F4 I n I F5 I r Recess for _ ——--— Et---- ° 00 EE Garage Door 00 EO 0 t- 3 F 9' N2" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Double Filled Cell Column NTS 2" x 6" PT wood secured witn I Braden f�11H, i—J'-'t 3/e dia. x 6 anchor bolt at 18' o.4. Braden 6nn 5gilding UOrp. v rl"GAl lIAA rrarL !'ur Pll I'A IIInA� Illll� A __L.i „�4 .. —nlalw lnnnG w �„v ✓ V11 \V 11 1 vvl lvernearP door trac% secure` to wood h' amb per manufacturer's product approval Architects — Planners C_;aracLe Door Jamb L_)etaill GARAGE DOOR TO WITHSTAND (PRESSURES STATED IN PERMIT INFO BOX ON SHEET#I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. NTS 11 S.E. Coconut Avenue Teell (112) 281-8258 t he U r a n d C a r I t oh Fax : (7 12) 281-8283 Spanish Lakes E-mail: bradenaia8comcaot.net P Stuart_ FL 34996 #AAC000032 St. Lucie County Florida a FILE COPY FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F I2"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 3o" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 1400 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" I A-M—A— I- 1.1omm � +« .- � 6-9-I1 - Lomm 4 GARAGE Drawn by: RIGHT C.C.U. 3 _ 12 — 2 1 Checked by: D.R.B. OF 6 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 1*8 x 2" 3. Minimum Sheathing Thickness I9/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 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 Verlfg with Plain 12"x i2" 1 Column Block -z,#7 Rebar Reber 148 gar Dia. Min. Overlap Provide 45 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel Into continuous beam block steel. Provide Cast -Crete 8118-OB/OT precast -- - -' lintel set in mortar _ Min. 8" Bearing --- 4" Pre Sill Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Buck I r<;';{ Poured Filled Cell jamb Si:'al Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. I Concrete Footing J' (see tooter schedule •- For exact sues) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" v- N 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. Install Simpson MGT into wall usin®® 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL t0 Lintel �ttachm&nt - ,4T iRDER STR,4PPiNG ,4T ENTER BEARiNG POINT NTS 1/8" thick light textured stucco installed per ASTM C 424 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgype 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges wlth IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #I LE 26 ga. Sv crimp metal roofing attached to plywood deck using wood screws with selr sealing washer at 12" o.c. max spacing', o (type 2) 30 lb felt underlayment installed with min. 4' side la laps fastened with corrosion resistant tin caps and with 1.25" spaced 6' O.C. at all laps and two staggered rows 12" o.c, in deck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear "A"B') #5 bare `'e'' CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,#3 none i i f 3'-4" 2'-2" 2,93 none BPS-OB/IT arS-IB/IT BF8-IS/2T Additional 4'-O" 3'-1011 2'-8" 2,93 none #5 bars CLEAR ".i �: 4'-6" 4'-4" 3'-2" 2,#3 none L.me Row of "H" :',; 4 Block Above 5'-4" 5'-2" 4'-0" 2,#3 none r ` y Precast Lintel r 5'-8" 4'-6" Z44 none Additional 1 6'-6" 6'-4" 5'-4" 2,#4 none !�__--�, #5 bars �___� 1'-6" 7'-0" 6'-2" 2,45 none 8FIL-IBAT BPIL-IB/2T 8'-4" 7-10" T-O" 2,#5 none NOTES: I. inn. coverage of 5teel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40, 3. standard for reinf, steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete S ecificatlon Rows of "H" Block Above Bottom steel S'� Top Steel StZs' Max Gravitg Load (PLF) Max Uphfi Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-P eF8-OB/IT 1 #5 3069 1549 1024 L31 T-0 T-So 4'-O" 81128-OBAT I #5 256I 1343 163 L45 4'-5" 5'-10" BPS-OB/IT i #5 1105 909 334 L50 5'-O" L'-L" SP8-OB/IT 1 #5 1238 835 121 L40 4'-8. T-go BPS-OB/IT 1 #5 1011 121 534 LBO e'-On T-4" SFS-IB/2T I #5 4 #5 152 591 512 L90 9'-O" 10'-L" SPB-IB/2T I #5 2 #5 443 530 401 L90B 9'-0' 10'-L" 81cIL-6/27' ONE 1 #5 2 #5 1533 1183 401 1-I00 10'-O" II'-4" 1 8F8-IS/2'r I #5 1 2 1 #5 582 494 452 LIOOB 10'-0' II'-4" 8FIL-IB/2T ONE 1 #5 2 #5 131.1. 1028 452 L120 12'-0" 13'-4" BPS-IB/2T 1 #5 2 #5 411 1 426 324 L120B IT-0" 13'-4" 8FIL-8/27' ONE 1 #5 2 45 101S 110 324 1_140 14'-0" 15'-4" 811aIL-I15/2T ONE 1 #5 2 #5 1250 409 259 LILO IL'-O" IT-4" BPS-IB/2T I #5 2 #5 300 192 194 LIOOB IL'-O" 11-4" BFIL-IB/2T ONE I 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 INFORMATIOiN. 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" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub-F 1.12 #9 x 1.5" ter ASTM D :is and 6" end ing shank nails field. Attach 12 4 ,"— thick stucco on attached to honzanti 2"O r o nails framing with nao nIsar than ails r horizontal wood framir into vertical wood In Kagcan full o vent vinyl soffit installed using 1/8' dia shank x 15" long galv. roofing nails with 3/8" dia. head per product approval — eve chart sheet #1 12' x 12" concrete column block filled with concrete and (2) 41 bars vert. tiedT— into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor a Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web hi —rib lath vertical wood s to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #S 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 Co crete Anchors Per Poured Concrete Me uracturers Specs concrete Mack wall I/9"Mex, N I Aluminum Panel I Sizes per manufacturer See Typical Stud Detad x I I I ' v 7/s" x 3/32" Wing Nut w/ i v appropnate washer and spacing I ? per manurscturer's Details o m 71o IL v .OLe" I s e c o9q' s J I a m I L I i ' I I I ler5" I Stud Detail Poured Concrete or "Ta concrete block wall '\ Stud w/ Die Cast Zinc \L Nickel Plated wing Not Concrete Anchors PA 2. Manuracturers Specs Flush Mounted Shutter Detail nt5 Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using 12) IOd nails at each truss PRE-ENGINEERkIED WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings 1/2" drywall over I" 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. ID Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC �601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max.nto pp g aX. (22) beam either IOd nails wet set or in into truss, Add epoxy with blockingto 1810 lbs. uplift ETA 20 truss leg per detail on this sheet • N L90 L90 LLO BI BI 0 L90 BI N > BI J Y LLO W L I 12 L g i I— L I W .. — _ 2„ U I I I— U BI W=3 I I I WEE S OPE _ toZI �t I U i W77 W oa up z � I Q W W p I I U) ;L I BI L31 B I � w -nn - n f eW N _ __ ___ -- _— N Gulf Coast Supplu. and MFG 5 Crim Metal roorin FL 411651.12 woog screws with self sealing w Sher at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayme t installed with min. 4' side laps and 6" end la s fastened with corrosion re scant tin caps and with 1.25" rin shank nails eck to trusses using attachma t detai on this sheet BI #IC G u Q 1 I unth fight L SLOPE 4 BI I I I U up I ( P ted T I a'-O" MAX. I witha I ( T S. S back of top chc I I T1 I ^ I r I Z 2 _ I L I ... 1 p I oL i I i I I BI L317 BI I BI I I I O BI L45 N = BiLSO on hurrica anc HET r a 2 eac trus JL&O BI ~ in c.) uppo ting ax.1810 bs. u lift BI m L9B0B (EiETA 20 Brace Gable end 4" SYP #2 min. nailed to bottom rds using (2) IOd ails at each truss I FIII cell with concrete and #5 vent. (typicaU. O C F F L-4(I) Max. sppbar exceed Wood 48" unlessnotherrlwiseo noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET Base spacing at openings 4" concrete slab with fibermesh — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" #10/10 WWM on 6 mil en mil ViVlsqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 1 m =1 I IIIIIIIII1 IIII I1 IIIII1 IIII IIII I- 11111 IIII-IIII ; , :s��n1111��11111„.IIII till-till=till 11111 li��- "FI II„IIII111111 1�i1_�i Tublcal Section at Front 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 F OrCi1 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE >" = I'—o" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" arc# Description Wire Load BR Pales 2 AHU #10 3.5 kw 30 2 4 Poles BR Load Wire Description arc# 2 40 1.0 kw #8 A/C camp 1 3 2 30 4.5 kw #lo 40 gal. water HTR 5 Ran ® #G 12.0 kw 5o 2 1 8 �- I 20 1 1.8 kw tt12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts 412 20 1 I 20 LS kw #12 Kitchen B.A.C. 19 20 Recepts #12 20 1 I 20 1 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 24 Recepts #12 - 20 1 1 20 1.92 kw #12 2-1 28 Recepts #12 - 20 1 1 20 #12 General Lighting 29 30 Recepts Recepts Exterior GFCI #12 20 1 I 20 #12 General Lighting 31 32 #12 20 I I 20 #12 General Lighting 33 34 #12 20 1 1 20 #12 General Lighting 35 3(. Bathroom GFI #12 20 1 I 120 #12 smoke Detectors 31 38 General Lighting #12 20 1 I 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting l3, .watts Small_ A.gpliance, Crcuit(s).. Range Refrigerator ... Microwave Dish Washer .............. ................................ ............ Clothes ,Washer..... _ .. Clothes ,Dryer. _ .... _ , Water Heater Water, .Pump ................................................ .Garage Door,Opener. sq.. ft.) _ . . . ........ .. _ .... . _ . . .. ... 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 4200 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 First 10000 Watts Remainder Electric Heat or A/C e100% 21,415 040% 10,000 945% Total 1 1 1 Watts 10,000 0 10,000 31415 10,000 10,944 10,000 Calculated Load Calculated Wattage Divided bg voltage = Total Watts Voltage Amps fsanel Size Required = 30,966 240 129.03 150 Ampsl 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- Wall Mounted Light =E) Grc Waterproof ground fault circuitJ.P. interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ml Carbon Monoxide Detector '�& Flood Light TQ Thermostat m Electrical Panel © Central Vac Electrical Meter ® Smoke Detector Ceiling fan © Television Jack FYI Telephone Jack AC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom H.B. Vent thru___ -offit PATIO/SLAB I I CAR AT Rg0M I I CM 169 C MCenter Reglsters IOxI xl on ceiling fan I 160xlOxl DINING ROOM ~ 18 x4 I I Y2oxoWI ¢ I T I I 14' I I 232 CFM ' 12 4x1 ' I LJ6- _ SECOND BEDROOM 1 12xl2x8 i lFF B/A �- 12" 91 163 CFM IOxIoxL MASTER BEDROOM 163 CFM IOxIOxb B/A s r - - - �12x12x9 LOSET B/A 8 CF i I 1 ° ° I 10" Attic Accom with light COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN � N I C � L L � Y C u T O = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: I/+' = P-0" Electric Notes: I. Use copper wire onlyg, no aluminum. I1. It Is not the Intent of these plans o show every minor detail 2. Provide and were all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the quipment 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 accordant with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 8. AFCI receptacleess are required In all rooms except . Recessed cans be installed per NFPA requirements. meet all standard requirements of the local electric utility and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI402 Iq, The electrical system shall be completely and effectivel P sleeved In PVC y 10. A/C RefrigVC lines that are run thru slabs must be grounded as re the latest edition of the N.E.C. required b y 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required ordering. The contractor shall provide circuit routings to A. 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. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed In o through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of 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'-1" shall a 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 ABC RM1502 ■ PATIO/SLAB - - - - - _ \ /IGovered Porch `\ 541 � MASTER if BEDROOM I � 1 LIP GFCI / V v v / I , I / GrtR IAT Smoke / Carbon - - - RO M Monoxide Detector Combo I \ I S 0 M I I _ I - I �- I II 0 I I II LQSET N II I Vent-thru I I I Soffit I DINING I I GFCI ROOM I F---p I G CI IGFCI GFCI ° ° I \� I KITCHENISS 1 - smQka / CXbet2 - J Monoxide Detector CI Hines n / Combo 3'-2" 3'-2" 24" \ H.B. A/C 5o M #I Exhaust Duct F Thru Soffit \ Fcl 150 Amp I I k1'1eter Panel GARAGE r----------------- I I I I I I I I I I I I I I I 1 I I I I I I I I A/C disc. SO iK2/O Aluminum feed AMP MCB I `/2' Conduit � PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Iar:e 1cont ppe�aw, a 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: bradenaia8comcast.net Stuart. FL 34994 #AAC000032___ -I�------ �-- Aq6, �w---- enter >22" x 54"Attic Access usth light S�COND BEDROODA , lyo A / y S a i\ I / \ Wire For Front Post Light WP GFCI \ 4\- \ \ tQVERED P OTC F1 � F-1 u Optional mp panel location l / Panel Pull chain / light in attic / 42"h GFCI GARAGE Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I I 1 I 1 I I I I ELEC7�IC/4L PL/4N Post Light with I Photo cell Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulet N "\under disc. o) not shown for clarity A/C #I eter SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn 5-9-11 GARAGE Drawn raven by: RIGHT C.C.U. Checked by: D.R.B. Revisions Sheet Comm # E 1 12-27 OF 5