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Home My WebLink AboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sell sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails /spps aced 6" o.c. at all laand two staggered rows 12' o.c. in field. Attach lack to trueaes using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 SLOPE block construction i.H. COVERED PORCH O 3 Finish columns with 5/8" thick x 8% cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT . EE' TiON 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 A57M D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L' and 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 _ _ _ _ O' O" _Finished Floor Neu'tt,wr?fE, 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4' - II t'rOGUCL ApprOVal Dl1DIMLL1111 AlIlUdVIL - _ Opawin8 SoheduLs Swlai Doom Ovadlead Doors, SDdlrta Doors. Windows diOpening NOA/FL Product Modi&l Manufacturer Gloms Attachment method EUrstion ure sign PressApp of vea 1,2"3Teatm FL# 239.3 Sin le Hung SH-100 PGT 1/4' 4a. tapca1s m/ min. r puct I /8` enetratioo yys to + 90.0 PSFt4 Impact ince diacas tried in Product approval - A I6-0330.02 Overhead Model 824/811 9'-4" max width DAB ".r...e a "s.Hnu c I at" . `9' • �°I'�4„aA"`" '° �„a 10-9-21 + 50.0/-60.0 psP Garage Door IL'-O" max bought d FL# ILL14.1 Fiberglass Douai nPro/ Jeld-Wen Elco 1/4. dia. to con with win 1.25' embedment at 3" max from corners and1h.5' o.c. max thereafter in head and pmba + 50.0 PSF Smoogth Pro L# 251.5 Sliding Glass g Series 110 PGT 1" nom 1/4' $a. topconia a/ inn. 1 3/4' panetration to pe ppaa; pi uct approval. Contractor e1a11 a hers to Dapr SGD "space Type GSA inn. 2 IY2 adge distance& specified in Product approval + 40.0 PSF - ProdnFA N .-.. Model / Manufacturer Attachment Method TIET � ep�p �a more I DExpira ate of MullionsInstall per fastener type and spacings shown in Table IA and 1B in approval on sheet b or 72. + 58.0 PSP FL# 2L1.1 I" x 2 3/4' x .315" PGT product FL# 11651.12 5Y Crimp Gulf Coast Supply 2b pa. 5v crimp metal roofing attached to plgwood deck using 89 x I.6" max Metal Roofing and manufacturing �OOQ ZI 30 Ib felt u delrlgeanthenat d wo.c ,pacing laps a^dSGMa^d tYPe ail p _® I" fastened with corrosion reastant tin caps and with 1.26' ring shank nab - 108.5 PSF aced 6 oc. at all lops and two staggered rose 12' o.c. in held. Attach eck to trusses using attachment detail on roof plan Siding 4' Stucco on Block "m soffit FL# 12198.3 Model T4 12" vented Vinyl SOPPIt Kagcan Install using 2" x 2' battens at 6" o.c. screwed to soffit framing uvn #8 x 3' wood screws at each trues. Install sofft to battens using lrc- +55.0/-35.0 PSF - Hurr iC Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) I A. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. Sy crimp metal roofing attached to plywood deck using #9 x 1.5" woad screws with sell 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2_aCl.ed Lt"o�cL at�all laps.and two�sstaggeredurowL 12" o.c. rn field. Attach 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATiON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 lb Pelt underlagment installed with min. 4 side laps and 6' and laps fastened with corrosion resistant tin caps 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 detail on this sheet `�- 12 SLOPE -1mm1�l�l�ll SCALE: 1/4' - II 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt using 8d nails. Substrate to be 19/32" CDX PIymood nailed at 6" o.c. in field and edges with IrM ring shank galvanized nails into truss webbing. WMIMIMIMIM Wimmil 4 WOU 1 ®�®® 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate [ 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board -------, 11 11 ,,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermash OR L"xb' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearma, Partition n 0RVIL1', PA1 WL nne Bwldmg Corp. Architects 411 S.E. Coconut Avenue Tel : (112) 281-8258 T i N D S OR K Fax : (112) 281-8283 Lakes E-marl: bradenaiaDcomcast.net garvah St. Lucie Count(q Florida C►.,iwa =1 zQaia/ *-A A�°°AP3nnn4�f SCALE: 1/4' - 1'-0' 8'-I' BEARING O'-O" =Finished Floor �C��,, ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 9-10 for Wind Loading Bmldin Design is:End Risk Category" II Wind Velocity: 165 mph ultimate Mean Height: II11°-OO' Roof Pitch: 4-12Internal act ow Pressure ant: tr)_le g Subjectabdity to damage Prom: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: '- ' Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 O.6 = 0.�26 x Adjustment factor for Exposure Height: ASD datin Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; OADL+OA IN Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roil Zone: 2. +2Q.6/-51.0 pouf Roof Zone: 3. +2 .6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' 44 Components t Cladding Wind Pressure (NET) Wa I Zaonnser: +35.8/-38.e of ZoneI 5. pal Wells ne Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yoe pit Rod Zone 2 Continuous Load Path Provided? Yea Are Componenta an Cladding Dir a Provided? YRs END ZONE Minimum Sal Bearing Pronal ra: si. Presumptive: X Bg Test: psi J Corner Zones S S E RODUC A) )�1 VAL FOR -IMPACT- PROTECTION F R O �, iN S mR Roa Zane 3 ROOF LIVE LOAD: -t'L �af ROOF DEAD LOAD: 10 p f FLOOR LIVE LOAD: _14,5 .., st FLOOR DEAD LOAD: 1O see In JOB ,ADDPE:bse1°�3�� Model: Date Drawn Rave lnna : REAR 3-28-18 5¢ 2 113 Garage, floor slope sand PORCH Drawn bg: wiiaokee deter' `� fe� b LEFT C.C.U. E � FO Checked big. SCE COMPLIANCE BCCC Sheet C afom It impact OF 5 O P* I 'FLOOR I �l 4^ Recess top plate L"w x 3/8"d for steel wppert angle CRASH POST DETAIL we detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. C 1. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter steel crash post. Floor Steel countertop support an le roeeedWlth Work. ping g Flange with 4 - 3/8" Install V from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. t 1/2" drywall 4. No dissimilar metals to touch. �- 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc., to° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 6. Drywall at ceilings shall be leveled and attached to bottom chord "3/a" ® 2%" Counter top - verifp tgpe with contractor 12" x 12" Concrete column 12" block filled with concrete and (2) #1 bare vert. tied into lintels above Base cabinet 2' x 8' wood studs at IL" o.c. 2' x 8' PT wood plate 0 I of trusses with screws per FBC R102.3.5. 2/v KITCHEN ISLAND FRAMING DETAIL `✓ 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 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 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 exrjosed 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. R314 - see permit info box of code edition 18. G�psum board material shall conform to ASTM C36. C19, C4-15, C514, C630, C931 C4 0, C1002, CiO41,C11i-I, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Drywall Tr tie Location Orientation Framing Member e sag Max. spacing of fastsnsri Ned wzing options for installation of dryuall into awmum wood Pramingg Members Nails Screws 2' x min. thrckneas Ceding Perpendicular 24" 1' 12' 13ga 1 3/8" long with 19/L4" head 0.098' diameter x 1 1/4' long annular -ringed or 5d cooler nail OR 0.080' dia. xx 1 5/8' long with Walls Either IL' e' iv Direction 15/0' head OR Gy1psum board nail 0.006' dia. x 5/8' with 9/32' head. Ceiling Perpendicular 24" 1' 12' 13ga 1 5/e" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail 0.092" dia. xR i 1 1/8' long with Wells Either IL' e• IL- Direction 1/4' head OR Gypsum board nail 0.0915' dia. x 1 1/8' with 19/1.4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A1311 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanying smoke 84. developed index not to exceed 450 when tested in accordance withh ,A Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26ga. 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 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 4" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ KITCHEN r AAv 2.4 LAV2.1 2" sal MASTER ,r BATH s� 2•I 1 LAW I" III IIII � 3, JIII LAY-1 :2- DRY 2. 3' �f v R uma" 2" si J a ems" b " �G BATH #2 3* SANITARY RISER "to Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%"x 4'-L %" 5418"x 54)'a" Single Hung ZONE 4 2, 1.'-2Ye"x 5'-3 %a" 15' x L3 W, Single Hung ZONE 4 3. X-2' x 3'-2/2" 21/2"x 38%' Single Hung ZONE 4 4. 3'-1" x 5'-3%' So' x 63'14, Single Hang ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X i'-O' 108' x 84" Overhead Garage Door ZONE 4 Is 3'-0' X 6'-8' 4ini4" x asN, Fiber lams Panel - Imung ZONE 4 C 6'-0' X V-8' i4x 81 �2" rwe beitae Shag Glass Doan ZONE 4 D 2'-0' X 6'-8' Solid Core - Wood - 6-Panel-St-Fold Faliahed 24' x 81 h" E 2'-6" X (V-8' Solid Core - Wood - 6-Parcel F 5'-O' X C-as Solid Core - Wood - 6-Panel - bi-Fold G '-8' x V-8' x I N" Sold Care Wood, Steel, or Mamorate Door H 2'-8' X V-8' Sold Core - Wood - 6-Panel J 2'-6" X V-8' Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer a space prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane anchor at aeh truss 12 with (10) IOd x I I/�2" nails I' x L' P.T. B ( 24' o.c.) supporting Max. 4 PRE --ENGINEERED TRUSSES block with case 18101ba. uplift prior to door a (shop drawings by manufacturer) Aluminum Drip �� R-30 blown fiberglass Edge E Fascia in bottom chord of trusses 1/2' drywall with smooth finish 2" x V Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute Kaycan full o vent vrnYI soffit installed precast lintel filled with concrete and (1) #5 nnpp ua1/8' dia shank x 1.5' lap gale. bar cant. for bottom row over opening& rodng nails with 3/8" dia. head per product approval - we chart sheet sl 1/2' drywall over I" x furringg strips at IL" o.c. with II rr-foil insulation on typical 8' Block walls 5/8' thick light textured = All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete T and &hall most all pertaining ASTM codes. block construction W Mortar to be Type "M" onlyg proportioned per PBC R601.1 - and Mortar Jonts shall compig with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ax showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (1) #5 bar vert. (tgpical). Max. spacing ahall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermash OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade -7.II_ II II II " "III J 14 x 14 Concrete footing 11 with (2) #5 bar& cost. and #5 TYFICALSECTIONtransversebars at 48" o.c. 1/2" = 1'-0" Masonry Beam nails / nails Attach buck to block wall with 1/4" dia. Elea cone screws with min. 1 1/4" penetration at 12' o c. max and 4' max from each caner thru Exterior ha 2" x VPT Back aria a8 Wood caroms thru jamb into buck Detail at Door n each to d a ear hm ac..ex and nor to agar ettaehmam. NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK " INSTALLATION r Install wmdw thru buck site black with 3/10 top -can with 11/2' penetration at 4 a.c. max from each corner and 20' ocmax §0' tharaeftor at .Iwbe end Exterior face at hand and Bill par product approval of wall 9uek to bo I" x 4' PT O I I"xV P.T. Back nailed to Detail lack with case hardened nails at Window s prior to window attachment NTS 2" Verifg attachment hole location with GC prior to Pabrication 3/e" thick G„ steel bracket Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at V o.c. max. /from each corner and 20.' o.c. max thereafter at head per product approval Use 3AV tap -con with 1 1/2' penetration at V 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 COUNTER TOP BRACKET DETAIL MasonryWall LJ�,.. Bottom' Trac Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with S l i d i n g Door Detail I penetration at I.'." max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS 01 8'-10/2" 1.12". 8'-10l2" Filled cell under girder above O O PORCH WIRE LATH E STUCCO CEILING 19'-9" IG'-O" z a 15'-3" Y2. EGRESS 13'-11" MASTER © o BEDROOM 8'-0" A.F.F. Flat Ceiling I 1 Vanity to be 1 34 %2"high 8'-0" to 9'- " A.F.F. Vaulte Ceding _T Rod 4 Shelf 19' r I GRE,A� ROOM Ni M 1 �I OSE/7 i L -ry od R -t -She - 1 � Rlf 31" WASHER DRYER 2" - IE - 1 a LAUNDRY ° 9'- ° o o -v o -1 -a A.r.r. Vaulted Ceiling DINING 1 ROOM 1 3/8" thick steel 1 cou ter top supports counter t s to eq. overhang we 1.5" G„ Vans Itg to b 11 34 Y2"high counter tops to T overhang wall 1.5' ;r% 11 5'-3" 4;' • i W ■ m �1O - 110-MM ■ r ■ ■ s e - ■ ■ C � I it 1I r SECOND BEDROOM b 8'-0" A.F.F. - Flat Ceding 12'-8" A/C W.H. O Provide #I Sea detail on this sheet auto closer O THIRD r----- Attu Aga 1 y tail ®3 1 1 r i O BEDROOM o L -8-m -w-� - J 2 Lj Q _ , in 1 e'-O" A.F.F. 8'-O" A.F.F. 8 Flat Ceiling _t\ Flat Ceding 8 In AR,AGE T of ° O lock wall in be O MT ° ° ° g rage to \ ri struck block \ 0 T-8" ° 13'-O" ��pp OF BPI ° EMERGENCY O ° r ----------------- 1 EGRESS I I I I i- i " uo I I o o a o 0 0 0 0 A 9'-O" _I_T-8" _I_ G'-4" Braden ! Braden AIA, PA QIfI{,�,e Building Corp. Architects - Planners T�i 41S.E. Coconut AvenuePL THE W f N D S O R Tell (772) 28�(-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 5 anlsh Lakes 5 . 1,ucie County Florida I R-e Batts Imdation- Provide auto 150 Amp closer Panel -----------------1 I in i o b (GOLF CART GARAGE i 9'-0" ® I2'-8" Ul W w 8_ Z: UI in a - in Square Footage Breakdown Total A/C Space = i,153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = 1'4,024 under Roof Total = 2,484 eq. ft. Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-I8 Garage floor slope and smoke detector revision PORCH Drawn by: 2. 15-158B LEFT C: c U Checked by: Impact D.R.B.I OF 5 C I iq;;�UL. I Ul«'tl- IX1 ]=C: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 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/ 4 MIL. ViSQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. `• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10- ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14, USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I4. 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 SCALE: 1/4" = 1'-0" 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 2600 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 I #S bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 8'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to T-I1" r It and Provide (3) filled cells on each side of openings from 10 -0 and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-38 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade =11I 111I II1111- FOOTiNG SCHEDULE Mark sere Description I 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 144D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 12"W X 18"D MONOLITHIC FOOTING - 4" STEP DETAIL ON THIS SHEET �auenaEie� 1I I 14'w x 14"d concrete monolithic l footing with (2) #5 bars cont. I� F I TYPICAL FOOTING DETAIL SCALE 1/2" = I' 4" concrete slab with fibermesh OR 6 xL #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill s #5 bar cont. 10$0 (2) #5 bars Cont. bottom steel 12" DETAIL AT 4" GARAGE STEPDOWN Af`Al r- 1i')„ = i,-nit 12' x 12' concrete column block filled with concrete and (2) 81 bars Vert. tied into lintels above Top of rooter IL" below finished floor_ Verify house slab height in field PORCH SLAB EDGE DETAIL 9C01 F 1/7" _ #5 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mill Visqueen over "�\$ #5 bar In curb clean compacted termite treated fill 0 n'-!)" a 4--�3011x30"x14" concrete column footing with (4) #5 bars each wag SCALE 1/2" = _ III —III. 14"w x 14'd concrete monolithic footing with (2) #5 bars cont. 14" Tj GARAGE CURB DETAIL scoi r- v-)" = r-n" 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. l i OD Ln 0" (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 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. 2" x 4" PT wood secured with \ 3/8"dia. x 4" 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 NTS IN PERMIT INFO BOX ON SHEET W. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Filled Cell Masonrg Column With One Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block filled p with concrete and (2) #1 bars Vert. tied I O into lintels above 35'-0" 1 " 8'-10 2" " 8'-I0Y2" m 10'-0" iY ° I° ° __ —I O° ° ° °t � � ® ®� — � Filled cell under girder above O I FI 0 4" p Rear Porch Slab to J FI p I 111 - be poured separately 0 from House Slab. ° I r a I two I Thicken footing to I 24"w x 14"d x 24"L 2.\ O I under filled call under girder bearing. I °°r a J I — — V_— -.— I FI Reer IPetio/Slab to '4 FI I be flualli with bottom of sliding door recess. I Slope I" I I - I I I I I I I I o 4" 4oncrete slab with fibermes vni;i m� I 4"x4" �10/10 WWM on 4 mil Visq en over u I cleai compacted termite treat fill 0 .� I I I ° I I WASHER ORYo I I FI I i ° I o I FI I I I I r I I I I I °I I In:I i DW I I 4" dericrete slab with fibermesh OR FI I 4"x4" /10 WWM on 4 mil Visqueen over clesi compacted termite treated fill MICROWAVE NON -VENT REr. 3a' CLEAR 2 ore"_ _-- O o A/C I #1 ° 4"i6 Steel Ballard I I See dotal[ on this sheet I w et I 1 a Assess I I° i 1 rah ioht I a 2 1 I I I Q 0 5-23-18 �^y 5-43-18 I I _�' cv I= 4$ p b s 15P el p °I I W I °I I a I A 5 to I I 4'-4" I 5-23-1e I L -- - © - - - - -J D O----- --- ---J ll 11 1 9'-0" 1 T-8" 1 4'-4" Braden I Braden AIA, PA Architects - Planners Wynne Building Corp. l S.E. Coconut Avenue THE D S O JOB Tel (112) 281-8258 W I I� S anish Lakes St. Lucie Count Florida Fax : (112) 2 81-8283 E-mail: bradenaia comcast. net A+,Art PI 'AAggG itAernnnnA7 In 9'-O" Eli Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. LEFT Checked by: D.R.B. 0 I r later and n either a NNie field service k Sheet 3. OF 5 Comm 1# 15-158B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood �¢. Use nails or screws bas d on ress re for roof stated in permit in box on these pans for zone 3 Ke Area Ede Field Fastener Max Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4 If 4 118d ring shank '74 palf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res ure for r of stated in permit info box on these plgns or zone Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. � Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" lintel into beam where length or L the opening calls for it. — O V h t I— o �� I t h t .4 t 1, h t me Provide Cast -Crete �= _ _ 10�- — 13U8-OB/OT precast - - -t' lintel set in mortar _`�T _ Min.B" Bearing la PT Buck ad per jamb into filled ci 4' Pre —cast Sill 1 er ang5 a Un ass O erwise no a On Is s ee — Roof pitch at -f:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled cell — Contractor to provide for Farm Board Survey and to provide Form Board Survey to Truss Company prior to truss construction N Q Provide #5 bars with min. 48 bar W iameters overlap in filled cell. Tie filled call steal into continuous fis footer steel. r 4 lli . . J .'. '' Concrete Footing t. — (see rooter schedule :: •:::. ` for exact aloe) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" — 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blodung to vert. leg or truss with IOd x Lill nalla at 4' &1 Verify with Plan \\ I y F�FJJJ Instal Sampson MOT into =1 using Concrete 12"x 12" headed rid /Lintel Column Block mso �M and (22) �Od nail: into trues Column to Rebar Lintel Reber 48 Bar Dia. Min. Overlap Attdchment TRUSS BLOCKING DETAIL AT GIRDER STRAPPING, AT CENTER BEARING POINT NTS I 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed 1 - I wire lath nailed 2 felt ape through one lager of l/'\l IMI SCHEDULE ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6' o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Descrirition Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11161.12 Two rows of beam block filled with concrete and I #S bar 26 ga. 5v crimp metal roofing attached to plywood deck using u9 x 1.5" BI continuous in each row. Hook vent. bar over top bar with wood screws with self sealing washer at 12" oi max spacing over ASTM D S 900 bend bar with a 10" min. la at t bar. (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end p . laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails .,Oils�aced 6 o.c. at all laps and two stapered rows 12' o.c. in held. Attach recast Lintel "A" ack'Ito'truswas using attachment detai on this sheet Add bar* Lintel Bar ClearB #6 bars n x pit Length Length Span Bars Bars 2'-10" 2'-8" I'-61, 2,#3 none 1 1 1 7 1 I 3'-(" 3'-4" 2'-2" 2,43 none 81a8-OB/IT 01mill IT 8Fa-Ie/2T e_,Additional 4'-0" 3'-10" 2'-8" 2 #3 none #5 bars iCLEAN , j 4'-6" 4'-4" 3'-2" 2,43 none '; *) no Row or 'H" + „., ' ' v a'} 5'-4" 5'-2" 4'-0" 2,#3 none Precast Lintel Block Above a; 5'-10" 5'-8" 4'-6" 2,#4 none Additional 6'-6" 6'-4" 5'-4" 2,44 none 1 #5 bars 1 t----e �_---� 1'-6" 1'-0" 6'-2" 2 #5 none 0P16-IS/IT 8FK-ID/2T 81-4" T-10" -1'-0" 2,45 none NOTES: I. min. coverage of steel=l.5" 2. min. bearing required a ea, end=e" ALL reinforcing steel is grade 40. 3. standard for remr. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window U� ell a ahce ial 'H" Block or Above 8 sow T� arm MG mtg (P�Lf') upYft LfP P) Li anal ELF) L22 2'-2' V-0 8P0-061 — 1 $6 3061 E61 1024 L31 �' e'" 4'-0- OFO-OBAT 1 85 25LI rbi3 193 L45 4'-S' S'-10' OPs-019/IT 1 #6 1105 101 331 LSO 6'-0" L'-i' OPO-OB/IT 1 85 1238 on 121 LLD iv-M' -II OPa-01SAT I as Ion 121 934 LBO VI T-4' OP8-15/2T 1 #6 2 06 162 511 1 512 L10 Y-O' 10'-L' BPO-I8/2'11' I BE 2 #6 643 530 401 L10B Y-O' 10'-6' BPIL-15/2T ONE 1 #5 2 s6 1633 INS 401 I = 10'-O' II1-4' 811"8-l"T 1 #6 2 #6 682 414 462 LIOOe KY-0' 1 IF-4' BFIL-83/1T ONE 1 85 2 as Is" I028 452 L120 17-W 13'-4" OFO-lb/2T 1 06 2 86 411 428 324 L1205 r2'-Om 13'-4' 111FIL-18/2T ONE 1 96 2 a6 1015 110 324 LHO 14'-Oe 16'-4' BPI&-15/2T ONE 1 96 2 #5 1250 L01 251 LI60 IL'-O' I1'-4' OFS-I115/2T 1 a8 2 86 $00 PI2 M4 LILOb W-O' 11'-4' SPIL-6/2T I ONE 1 95 2 #6 150 SOO 1`114 - 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 gch truss math (10) IOd x I I/�2 made — 1 24" o.c.) suppporting Max. 18101bs. uplift Aluminum Drip _ Edge E Fascia 12" 2' x4" Ka0an full o vent vinyl soffit installed using 1/8' dra shank x 15' long gale. roo►tng nails oth 3/8" die. head per product approval — we chart shoot 91 12' x 12' concrete column block filled with concrete and (2) #1 bar& wort. tied into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 Aluminum Drip Fascia E Flash Flash and Counter " flash Nail ledger to gable end to with (2) IOd " Is at each web \ 1/2" thick stucco an 3/8' hi lath attached to horizontal and vertical woad Iramng with nails or steples to provide no lea than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vent. w/ 03 30" overlap at each filled call Rear Patio/Slab to be Plush with bottom offfil sliding door recess. Wood Twwcal Section to a � X L Q a-i N n. W a 2 a wi fo ti s7 E_ O tD u n Brace Gable end with 2" x 4' SYP 42 eft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar cunt. in each row. Substitute precast lintel Pilled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furrin strips at IL" o.c. with R4.1 I�-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" onlg proportioned er FBC R601.1 and Mortar pants shall coinply with FBC f601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (U #5 bar wart. (typical). p Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with Pibermesh OR 4'"" 410/10 WWM on 6 fall Visqueen over clean compacted termite treated fall FI at Front Forch Scale : 1/2" = l'-0" n H W Provide downspout Strap truss to wall using Simpson MGT with Simpson HETA 20 9/8" dia. into threaded rod with min 12" beam either wet set or in embedment s poxg with hurricane anchor at each truss (22) IOd nails into truss. Add leg detail blocking to �° o.c.) supporting Max. truss per on this sheet\ ETA 20 s. uplift NO 100 I I WN V m WAD, AV, F, AwrAMMA ra 0, AM, I FA F'A' I , WIM yX WA &M 11 WA JA BI MAFAWA IMAAWA i NFAA FA 12 SLOfDE 14 eas _511 IW ��A VANIVAEVS _JiL I"All MIEN I I P"A I I R MA d WAI Mg WAA AFA j UK ------ A ON 29 Qi ETA 20 �� ETA 20 Provide for gutter Simpson HETA 20 Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift C4 Q W to a � X � q u O N v En .c ,, � 10 a a =� lizo CLQJ OD IliaV_ uC4 rZ s -2-19 PANEL "A" Poles BR Lead Wire Dosenptan we$ eat I Deseaption Wire Load BR Pdas 1 20 1.2 ke $12 Rehvwatar 1 R ai 12.0 kr 60 2 1 20 1.2 ks $12 Clathas Washer 3 1 20 1.5 ko all Kitchen S.A.C. 6 L Dyger 810 5.0 ke SO 2 1 20 1.6 ke s12 Kitchen S.A.C. I a 1 20 a12 Bethroon R"ts 9 10 Air Caidaw 410 5.0 Its 30 2 - I 120 1 1.2 ke $12 Dmhaasher II D 1 20 1.2 ka a12 Thcraoove 13 14 Air Handkir a10 5.0 kr S0 2 1 15 - a14 Ga w Lighting 16 IL I 16 - $14 General Lighting IT I& WH $10 5.0 ke 26 2 I 16 - $14 Gaud Lighting 141 20 I is al4 Gonsral Lighting 21 22 GDO all 0.01 KW 20 1 - 1 15 - $14 General Lghtag 23 24 Spars Spam 26 24 Spam Spam 1 21 1 26 spare Spam 1241 1 SO I Seam PANEL 'A' LOAD CALCULATION SHEET Load Description atm. I Watts Total(Watts) General Lighting l3. watts .aq: ft) Small..APPllancq. Cmcuit(s) .. ......... ......... ......... Range......................................................... .RerrllgirOt.................................................. Microwave..................................................... .I.iah.Washer................................................... Clothes..WAAqr............................................... Clothes. Dryer ................................................ WaterHeater , e, Garage.Door.Opener...................................... 1135 3 C205 2 1,500 3,000 1 12.000 12,000 1 1200 1,200 1 1,500 I500 I I 00 I 00 I 1.200 1.200 1 5,000 5,000 I 4 500 4500 1 810 810 Total Watts 3Sr IS First 10000 Watts Igl00% 1 10,000 10,000 Remainder 25AI5 940% 1 O 10.246 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30.241. Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Satoh ® Recessed Can Light Si Double Palo Switch ® Egobau Recessed a® Push Button Switch -Cr Exhaust Fan -8 Duplex Outlat ¢ Ceding Mounted Light -0 Special Raeeptacle ♦ Wall Mounted Light atarpr ground fault circut Light with Pull Chain (attic) ® Floor Duplex Outlet © Computar Connection Jack ® Carbon Manmade Detector Fload Light (Q Thermostat m Electrical Panel ® Central Vac 8 Eiactrlcal Meter ® Smoke Detects Cwihng ran ® Television Jack ® Telephone Jack ACD c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN THERMOSTAT LOCATION B/A = BALANCED AIR PORCH 141 CFM IOx1Ox1 GREAT 141 CFM IOx1Oxl 141 CFM IOx1Oxl IIIIIIIANXI MECHANICAL LAYOUT 1 SCALE: 1/4" = 1'-0" I I n FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL SER Cable (3) sill THHN Copper With #1 Grnd 2" PVC Schedula 40 conduit 2' PVC Schedule AMP 40 conduit sleeve T MCB into attic PANEL AHU 200a rated 200a rated meter can n meter can ME ER ME ER Intersystem bonding Intersystem bonding 2" PVC ( FPL Termination posit 2" PVC d FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2" rigid service FPL rods ELECTRICAL RISER rl 1 araimd tad: -- - - - ALTERNATE SERVICE ELECT. RISER 12W2)dOO r-w 12' 1loido� I I KITICHEN 14 I 3 TON I SEE MANUAL MICROWAVE I NON -VENT 20x2O 'J' and Energy Calculation O se• CELEAR T L - - - OPENING iR�-h�J !' for unit into I- A/C i IP W.H. #1 4"4 Steel Ballard See detail on this sheet I I I 22' x 54' 1 I uJ 1 1 tr l Attic Aeeew ; I 1O = ra►� L _sash _ 8�ir'I GARAGE 48 C� r-----------------i I I I I I 1 I I I I 1 1 - Contractor shall use AL-CU Landing lugs NT8 - Contractor shall use AL-CU Landing lugs. NTS I I - Contractor shall torque lugs I.A.W. - Contractor &hall torque lugs I.A.W. I I I menu acturers recommendations which manufacturers recommendations which I shall be verified prior to construction shall be verified prior to construction I I - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onig from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less than from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke f Carbon of a period or not two years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verity location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of ang or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete T Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical syatem and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must complyg w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A/C Refri sip t lines that are run ihru slabs moat be I d ggY� proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT reeve in Il. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. D_ry _gar Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FITC RM1502 contractor, the completed sgstem shall be fully operative. and telephone company. 12. Contractor shall pay for all Tee&, permits, tasting, and Inspections including blower testing where required. 18. The electrical agstem shall be completely and efrectivelg 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material &hall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. duration of the work_ 124 CFM IO)dOxL /MASTER BEDROOM 124 CFM IOrdOxL Mid B/A 8x4x4 9 CFM LOSE SO CFM WASHER DRYER LAUNDRY Ill CFM 12x6xl SECOND BEDROOM 12W2x8 B/A J THIRD BEDROOM 100 CFM IOAXL 150 Amp Panel GOLF CART GARAGE I I I I 1 I I I I I Verlt thru 'Soffit Install oulet under disc. not shown for clarity PORCH\\ I> WP GFCI i u (V I -- j I I EJ I I I GREAT/ ROOM I I I LOSET MASTER BEDROOM I L-- 1 \ o \ WASHER! DRYER \ LAUNDRY DINING I ROOM I , 4- 1 1/ \ I GF WP GFC1 V%J ,ill ill 1\ SECOND \I�EDROOM I \ I � \ THIRD ---BEDROOM \ I -e p I I \\ ; GOLFGARAGE T I C Wire For Front Post I I 1 I I GFC Light I I to geraga lights GFCI I I WP GFCI ELECTRICAL FLAN O Post Light with iF Photo cell SCALE: 1/4" = 1'-0" Center Past Light between drnrewgp -Attic VentinciCalculations Total Attic Space = 2101 sq.. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden t Braden AIA, PA UJyne Burldrng Corp, MODEL: ®ate Drawn : Revisions : Sheet Comm u Architects - Planners '' =:1=14 5-23-18 Garage floor slope a and smoke detector revision 411 S.E. Coconut Avenue Tel : (112) 281-8258 THE W I N D S O R � Drawn by: E -1 I5- I5 8 Fax : (7-12) 281-8283 [JIB C.C.U. Checked by: REVIEWED FOR Impact 5 arnsfi Lakes E-mail: bradenaiaecomcast.net Stuart FL 99L #AAC0000 2 S . Lucie County Florida D.R.B. CODE COMB' OF 5 Fil