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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofingFL 1r11L51.12 U ga. Sy crimp metal roofing attached to plywood deck using u9 wood screws with self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.2K ring aced L o.c. at all laps and two eta gggered rows 12' o.c. fie adpeck to trusses using attachment detal on this sheet �I I 5/8" thick light textured stucco on typical concrete block construction I� RIGHT ELEVATION SCALE: 1/4' - 1'-0" L 12 SLOPE 4 COVERED PORCH 5/8" thick x 8"w cut Finish Columns with / coral finished stucco bands 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11t51.12 21, a. 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 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 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 4 SLOPE III !I i � li II II � li II ! NG ill II 1" a.H. PE GRESS 0'-0' = Finished Floor------------------------ 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION OGRESS Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11431.12 2L ga. 5v crimp metal roofing attached to plgwood deck using s9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nals spaced IV o.c. at all laps and two eta gered rows 12 o.c. in field. Attach deck to trusses using attachment deter on this sheet i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be l9/32" CDX Pliiwood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into trues webbing. 12 4 SLOPE _JL XEjEmLjM[.JO'—O" - Finish 5/8" thick x 811W cut coral finished stucco bands FRONT ELEVATION SCALE: 1/4' - 1'-0" 1/2" drywall ceiling on true* bottom cord 2" x 4' top plate base —board I/2" drywall on 2" x 4" studs at It," o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition fits Braden i Braden AIA, PA Wes( rine Building Corp. Architects — Planners 411 S.E. Coconut Avenue THE WINDS( Tel (112) 281-8258 � Fax (112) 281-8283 S anish Lakes E-mail: bradenaia®comcast.net 5�. Lucie County Florida c...__. >=n zAaa. *n��nnnnz� 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 Bwiding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Suddir4 Design is: Enclosed Risk Categgooryy.. If Wind Velocity: ILS mph ultimate Mean Roof Height: IIII'—OO" Roof Pitch: 4:12 Internal Pressure went: t0_le Subjectability to damage from: Weatfiwro Negligible Termites; Veru Heava Width of Roof End Zone: 3'-4• Wind Speed: IL5 mph ultimate Wind Exposure ClassificiLtion: C 1.21 x O.i = 0.12i Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.IDWL Components I Cladding Wind Pressure (NET) Rod Zone: I. +204/-321 pd oof Zom. 2. +20.L/-51.0 pd 0000fr Zone: 3. +20.L/-84.0 PPsf Components I Cladding Wall End Zone Width: 3'-4' Components I Cladding Wind Pressure (NET) Wag Zone. 44.+35.8/-38.1 pd Wall Zone: 5. +35.8/-41.8 pat Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? yge Continuous Load Path Provided? Yea Are Components an Cladding De a Provided? Yes Minimum Sal Searing Pressure: 2,500 ban. Preau itAlve: X By Test: psi ROOF LIVE LOAD: Al pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:__4Iz Dal FLOOR DEAD LOAD: 10 pat JOB AQQRESS: Uc � "\\4S—\e.\ � Model: Date Drawn Revisions : REAR 3-28-18 5-23-18 Gtage Ploor slope and Drawn bg: adeision PORCHc.c.u.RIGHT Checked b :g E ED FOR D.R.B. ;ODE COMPLIANCE E3 • Rod Zone Walls Zone 4 MI;sh Zone,55 2 END ZONE MM - Corner Zama Rod Zons 3 Sheet Comm it 1�-15gB Impact P A. 'FLOOR FLAN for so top plate L"w x 3/8`d 4" for steel support angle CRASH POST DETAIL see detail an this sliest \ TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter steel crash post. Floor Steel countertop wpport angle Counter top - variPg type with contractor proceeding with Work. Flange with 4 - 3/8" Install L' from each end end J Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one icenter of counter. angle2' 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) x 8" wood etude a minimum 1,400 P.S.I. fiber stress. o„ 1/2 drywall at 14' o.c. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to b 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 ®�" of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2h 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 10 0 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 bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceding 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. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Cb0, C1002, C1041,C1111, CiI18, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall Thi .knew Location Orientation Framing Member Max spacing of Paatianers Nail azing options for installation of drywall into Spacing Maximum wood framing members Screws 2' x min. thickness Ceiling Perpendicular 24' 12` 13ga 1 3/8" long with 19/L4" head 0.098" diametter x 1 1/4" long %2 r-l* annular -ringed or Solcooler nail OR 0.080" dr . xx 1 5/8" long with Walls Either IL` 1L• Direction 15/64' hea �R Gµpsum board nail 0.080 dia. x 1 5/8' with 9/32' head. Carling Perpendicular 24" 1' 12" 13ga 1 5/8' long with 19/44' head OR 0.098' diameter x 1 3/8` Iang annular -ringed or Ld coder nail Walls Either IL' 8' IL 0.092" dia. 11/8' Ion with g Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 1 1/8" with 19/44' 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 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 24 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 underlagment installed with min. 4 aide laps and Ls end 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 Cock to trusses using attachment detail on this chest i 2' x 8" PT wood plate KITCHEN ISLAND FRAMING, DETAIL I�. 12 MASTER r 9TR 1 2' �� BATH AL lLAVA I lvi `1 „� 1 'Y1aZ" L` A�U,NDRY 3' .n r uI 2 I 2.1 .J3. otma-i 2" 2" so-, C.,, r Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%,"x 4'-L is" 547s'x 541s' Single Hung ZONE 4 2. V-2%"x 5'-3 is" Is' x 43 V4" Single Hung ZONE 4 2'-2' x 3'-2%" 2Th"x 38u/e" Single Hung ZONE 4 4. 3'-I' x 5'-3y," 1 38' x 63'/4" 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 s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X 11-0' 108' x 84, Overhead Garage Door ZONE 4 a 3'-0' X 9'-8' 41'%4" x 83'/4" Fiberglass, Panel - Imaging ZONE 4 C L'-OM X L'-8' 14' x 81 'h" ,.a `� 81dmg Glas Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel-Bi-Pold Pnwahad 24' x 81 E 2'-L' X V-So Solid Care - Wood - L-Penal F 5'-0' X 6'-8' Solid Core - Wood - L-Panel - BrPold G 2'-e' x L'-8' x Scholl Car* Wood. Stall,or or Masarow Do H 2'-84 X V-8' Solid Care - Wood - L-Parial J X-C X L'-So I Solid Care - Wood - L-Penal - BrPold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane one at each true 12 Masonry Beam with (10) IOd x I I/2" nails r PRE-ENGINEERED TRUSSES I" x L' P.T. Buck nailed to ( 24' ox.) wpporting Max 41 s at 24'o.c. TYPICAL block with case hardened nails / 18101be. upllift a r_i.__ w_...,...._ k,. ...,.a.,«...-.� poor to door attachment Aluminum Drip Edge t Fascia 2" x L" Sub -Fascia Kagcan full o vent vingl aofht I swing1/8 dia shank x 1.5' long roong nails with 3/8` dia. head product approval -sae chart sl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' overlap at each Pilled cell R-30 blown fiberglass in bottom chord of trusses 1/2' drywall with smooth finish Two rows of beam block filled with concrete and (I) it bar coot. IIrt-n each row. Substitute led precast lintel Filled with concrete and (1) #5 bar cunt. for bottom row over openings #1 1/2' drywall over I' x Purrin strips at IL" o.c. with R4.1 frfod _ insulation on tgplcal 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. do Mortar to be Type "M" only proportioned per FBC RLO,.I - and Mortar Jonts shall comp rg with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and KITCHEN r My 42. 11 n 1 2' Vi r2" r BATH 82 SANITARY RISER into Attach buck to block mall with 1/4' dia. Eleo cone screws with on. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru Exterior two 2' x V PT Buck ar no erica ae Wood screws tin jamb into buck Detail at each hinge and 1V a c. max and at Door prior to dos' attoohment NTS INSTALL VULKEM BLOCK SEALANT �T ON ALL JAMB. HEADER. AND in SILL BLOCK PRIOR TO BUCK O - INSTALLATION i= Insteff endows thru buck into block with 3/IL' tap -eon Nth 1 1/2' penetration at G' mr- max free each corner and 20.' &a. max thereafter at b. and 20' &c. max per Exterior face at head and all product approval of mall ' amok to be r x 4' PT Vanes I'x4' P.T. Buck nailed to Detail lock with caw hardened nails at Windows prior to window attachment NTS 12" �C Verlfg attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/I6" tap -con with 3/8' thick L„ 11/2' penetration at L" o.c. max steel bracket /from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at L" o.c. max. thereafter atnsill prooduct peer approval - I' x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ll) #5 bar Vert. (typical). Masonry Wall-�.�y'IL; I� ax spacing shall not exceed I v Wood 48" unless otherwise noted " Base see foundation plan notes for spacing at openings "' ''' '•" Bottom Trac Tgpical Flooring 4" concrete slab with fibermesh OR VXV #10/10 WWM on L mil Visqueen over Sill install SGD thru a buck into clean compacted termite treated Pill Sliding o O r D e t a l block with 3/I4tap-con with I I/2" penetration at L o.c x. ma from ech corner and 20." o.c. max thereafter at Jambs per product approval Jamb ""� IIII-IIII IIII IIII At Masonr Wall y NTS IIIIillllll_III III I il ll Nllll- �I 14 x 14" Concrete footmg with (2) #5 bars cunt. and #5 TYPICALS C T I O �l transverse bars at 48" c.c. Scale : 1/2" = 1'-0" 8,-10)/ 2" It 8'-10)2" I EGRESS �12" x 12" Concrete column /9 block filled with concrete and 13'-II" O p (2) #1 bars vert. tied Into lintels above Filled cell under ° i girder above PORCH WIRE LATH t STUCCO CEILING MASTER BEDROOM 8 -O" R.F.F. Flat Ceiling Vanrtg to be O 4 Y2"high ° Rod t Shelf 'T 4" 1'-3'11 - !„ I� ° I IWgoT lH.BI„I L,�PL ® �w 31" o - - 3'-4" m - 32" DRYER ASHER Dmc"l � � in a" LAUNDRYtuLn 9tobe n high II ;r SECOND q BEDROOM < 8'-O" A.F.F. O Flat Ceding r r 4' i THIRD BEDROOM r 8'-0" A.F.F. Flat Ceding �r- 12'-8" !4t �R-II ants leeiaeim Provide auto closer 150 Amp Panel ----------------- 3 � I I ° GOLF CART GARAGE I I ui I 1 T-8" 9'-O" Braden t Braden AIAI, PA Winne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T E W i N D S O R Tel : (112) 281-8258 Fax : (112) 281-8283 S apish Lakes E-marl: bradenaiaOcomcast.net S Lucie Count Florida =1 ZdflAI 4tAA/%Pfn^^1X12 0 I I I I 8'-0" to T-8" A.F.F. Vaulted Ceiling 19'-5" GREAT' ROOM I A-ih I i- I i I 8'-O" to 9'-8" A.F.F. Vaulted Ceiling I DINiNG ROOM t s to 13/8' thick steel op ng wall 1.5" I tops to I wall 1.5" 0 +41" high wall o i Dw I I KIT(DHEN 8'-0" to 9'-8" A.F.F.__ 1 Vault d Ceding `� O Upper cabinets to - extend over Ref. I I n1CRo IMF.NON-V NT 3s" CLEAR OPENING L - - J - - --- Ir OR-a setts Inwlamen `r r W.H. " 4 4 Stool Ballard See detail on this sheet , xa Attic mu L' 'th'°ht J L- _ '-O" A.F.F. s Flat Ceiling In GARAGE Is n V F° T Block wall rn O MT ° I II. /garage tobe E- attack block r+ ° EMERGENCY EGRESS r------------- I ---1 I I I O I I I I I I I 1 I uV � in 12 V- N= a_ _I_ H.B. a - I m iv REV IEWED FO C 4" T-8° 9'-01, ® 2'-8" CODE COMPLIANCL. 35'-0" ST. LUCIE COUNTY BOCK Square Footage Breakdown Total A/C Space we 1,153 sq. ft. Covered Porch Total Me212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Date Drawn Revisions : Sheet Comm REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.u. 1�-15`1B RiGHT Checked by: impact D.R.B. OF 5 .7 1 Ul.. I U1�f�L IXk-/ I = 0 : I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 1 2. CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FiLL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 1GARAGE PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Ang 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 ang other conditions be encountered, the architect shall be notified in writing for revision 4. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at "48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor t0 see plans for ang other condition used. Foundation walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg 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-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" SCALE: 114" = I'—O" FOOTING SCHEDULE Mark sate Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ® With W With Curb at Garage x 14"D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB a O'-O" L 120W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled call TIONS one #5 bar continuous VW #10/10 WWM on to mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermash OR uKMLJ=\\ 6"xL" WWM 10 mil Visqueen over cleanan compacted to termite treated fill Grade 1 =I I III 14"w x 14"d concrete monolithic�q_p OR( footing with (2) #5 bars Cont. 14" 45 bar Vert. w/ i TYPICAL FOOTING DETAIL 30' overlap SCALE 1/2" = 1'-0" at each filled cell 4" concrete slab with fibermesh OR Adjust curb heiglit 6"x6" 410/10 WWM on 10 mil Visqueen over based on gar. floor clean compacted termite treated fill slope. ,#5 bar cont. #5 bar in curb \ - e � t 10" (2) #5 bars coat. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN 12' x 12' concrete column block filled with concrete and (2) a7 bars wart. tied into lintels above Top of footer It, below finished floor SCALE 1/2" = 1'-0" Verify house slab heigfit in field DETAIL E DETAIL f',r-AI C 4" concrete slab with fibermash OR VKV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0" ° F.F. 1114"w x footing 14"d with concrete monolithic (2) #5 bars cost. 171 14" GARAGE CURB DETAIL 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar Cont. a- in 101, (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 by 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 6" PT wood secured with \ 3/8"dia. x V 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 PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam Double Filled Cell Column Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column m H.B. A/C 15'-3" 12" x 12" concrete column block filled with concrete and (2) #1 bars wart. tied Into lintels above — — — — FI — — — — — i L_J® QL* i Filled cell under 24" r- girder above 18 J Rear Porch Slab to O F I 1 r be poured eeparatelg 1 111 ® I 1 rI ° from House Slab. O O N I ` � I Thicken footing to I 24"w x 14"d x 2,44 I k. I I under filled cell ° under girder bearing. I ° — Rear Patio/Slab to be flush with bottom of I sliding door recess. Slope I" � I ° ° 1 I ' r- i t- r- ° \ 4" concrete slab with fibermesh OR ° 611x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I o I° DRYER ASi-IER I I I� I F- I �- i— ° I, ° I I °I I LT Dw I _a I I j 4" concrete slab with fibermesh OR I ° 6"x1o" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I MICROWAVE I se• u.enis ,,� ° OPENIN4 n (C•�) O O W.H. I 4"40 Steel Ballard ° Sae detail on this sheet �N#- Lu ° I 1X l La_� I I I© w I °I II a i I FI I I ® F5 I L— F6------�---- ° ° ° a ° r— — i ° V ° I OLU I I o 14 step 1L I Io Q17 I I I I °-------- —J ° g ° L— —J 0 ° O ° 1.5" Recess for ° ° ° — — a ° ° ° 1.5" Recess for O 00 Garage Door I& Pi GarFg-e Door T-8" 9'-0. T-S"_ 6'-4" T-S" 9'-01, T-O,: NTS NTS Braden t Braden ,41A. PA Wynne Budding Corp. Architects —Planners 411 S.E. Coconut Avenue THE � � � � �', CJ. ®1�7 Tel (112) 28"f-8258 I 11��1 Fax : (712) 2 ®i-8283 S arn�h Lakes E-marl: bradenaia comcast.net St. Lucie Countg Florida Sr�irrr �I A4AAL �eeer_nnnna� Date Drawn : Revisions REAR 3-28-18 'S-23-1e Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. 0 it 0 I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY31 Sheet Comm # 15-15°IE3 impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 L" L" 8d ring shank 45 paf Zone 2 L" 8d ring shank lL par Zone 3 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres§ure for r of stated in permit info box on these plans for zone Concrete / Lintel Column Verify with Plan Reber 48 Bar Din. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8u8-OB/OT precast lintel set in mortar-. Min. 8' Bearing x 12" n Block Reber to Lintel ,attachment BEAM SCHEDULE Mark Size and Descri tlon Lcownott ws of beam block J'illed with concrete and I #5 bar BI ous in each row. gook vent, bar over top bar with ° bend bar with a 10" min. lap at top bar. Al Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. _ T—_ — _ - -Tr IVade PT Buck I' aed per jamb into Pilled cal I i ' 4" Pre -cast Sill I , i . 1. 1 — I — I 1t 01I I 1Z 1 IT--- 1 Poured Filled Cell ROOF FLAN Scale : 1/2" = I'-O" Overhangs at 1'-0" unless otherwise noted on this sheet Roof pitch at 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided bg manufacturer Any changes to this plan shall be submitted 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 layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar offiamaters overlap in filled cell. Tie load cell steel into continuous // looter steel. Concrete Footin �J•''�', L,: (see tooter schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: I/2" = I'-o" $INGLE PLY REAR GIRDER TRUSS Mad 2' x 4' bli ck°np to vert. big of true meth IOd x LS rwb at 4' o a. u slopb b onHOT hreeded ro° d owftod 12' wet bean and (22) IOd nods eite truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS ° 1/8" thick light textured stucco installed per ASTM C 929E over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using Sd nails. Substrate to be 19/32' CDX Plgwood 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 24 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 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 L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trussee using attachment detail on this sheet Additionrecast Lin all #5 barsal Lintel Bar Clear "A" Length Length Span Bars Bars C,a,R X-10" 2'-8` I'-61, 2143 none 3'-4" 2'-2" 2,#3 none 8138-011AT OPS-83/IT GPO-18/27 Add 4' -O" 3'-10" 2'-8" 2,43 none - #5 bars ars cteA 4'-6" 4'-4" 3'-2" 2,#3 none . ? .. ne Row of W Block Above ;.3; :i} 5'-4" 5'-2" 4'-0" 2,43 none Precast Lintel F =•'a 5'-10" 5'-81, 4'-6" 2 u4 none 6'-6" 6'-4" 2,44 none :,• ` Additions .' i ti----e #5 bars y_--_• 7'-6" 1'-0" ('-2" 2,45 none 8FI4-�/IT BFIL-I5/1T 8 -4" 1'-10" 1'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 40, I. min. coverage of ateel=l.5' 2. min. bearing required a ea. end=8' 3. standard for rainf. steel-ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark WUnLee �jj Width Lintel 817e goat -Crete 8 or 'He boye Bottom steel am Tap Steel 8� MOK (PLI•) LRow Uppi (PLf) Lateral IPLr) L22 1'-2' 3'-V 8128-08AT I #6 30941 8L, 1024 3'— 4'-0' Sla8-ODAT 1 86 2661 130 143 L45 4'-5' F-10' 1-8-0811T 1 #5 IIOS 1 109 339 L50 W-0' V-i' SP8-01BAT 1 e6 1238 836 121 LLO C-8' T-A' OP8-08/IT I s6 Ion 121 534 L80 V-0' ai OPS-I5/2T 1 85 2 85 192 991 112 L40 9'-O' 10'-i" was-ID/2T I 8$ 2 86 643 930 401 L108 T-O" 10'-6' OFIL-18/2T ONE 1 #5 2 85 INS3 Ilea 401 LI00 10'-0' IP-44 015e-115/2T 1 85 2 #6 682 494 462 WOOD 10'-0' II'-4' DPI(,-0/2T ONE 1 86 Z 1 86 134E 1 1028 452 L120 17-0' 13'-4' Sae-18/2T 1 85 2 86 411 428 324 L1205 17-0' 19'-4' 8fhl-15/2T ONE I a 2 #5 1016 "no 324 LI40 W-0' IF-4' SP14-Ib/1T ONE 1 86 2 85 1250 L09 259 LILO 1L'-O" IT-4" GP8-I5/2T 1 89 2 86 Soo M2 194 LILOD IL'-O' IT-4' 811316-18/2T ONE 1 #5 2 #5 990 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSi CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson 44ETA 20 or equal hw•fic r�s nehor at each truss with tfi3) i`Od x 1 1/2' nails - 1 24" o.c.) supporting Max. 1Mollie. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Kalican Pull o vent vinyl soffit installed using 1/8' dia shank x 1.5' long gale. r 0"jun nails with 3/8' dia, head per prouct approval - we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 1/2' Aluminum Drip Edge 4. Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd ils at each web an 1/8' hi -rib 5/8" thick light textured stucco on topical concrete block construction Varies - see plan #5 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 .4 l �111� /111111111 MIA hIIITun in x a-i W r °W N q) �° a F- n a 4La N to E� �O W N o `r 4 Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOi nails at each truss PRE-ENGINEERED WOOD TRUSSES m 24"o.c. TYPICAL ( shop drawings bg manufacturer } R-30 blown fiberglass in bottom chord of trusses -I/2" druwall with smooth finish N Two rows of beam block filled with concrete a and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or coot. for bottom row over openings 11111 — 1/2" drywall over I' x furringg strips a% IL" o.c, with R4.I ?1 insulation on topical Be Block walls All drgwall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. �o Mortar to be Type "M" o*g propportioned Der FBC R401.1 and Mortar joints shall comog wifh FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill call with concrete and (U #5 bar vert. (typical). a),spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L all Visqueen over / clean compacted termite treated Pill Ical Section FI at Front F orc Scale : 1/2" = 1'-0" Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 dia. into beam threaded rod with min 12" embed either wet set or in epoxy with �� ( 24 O.C.) supporting 1810 lbs. uplift Max. HETA 20 (22) 10d truss leg nails into per detail truss. Add blocking to on this sheet is A� �PA44�I e Ii��f1 1 11-■� 11 II-flirrA11 '-MIA MAP For I NOR Arm I I Blasi all -IP - . �� ; WA Jig MEN LPA FA goog VAA ETA 2� Provide dawn Simpson HETA 20 Provide for gutter "pO1L hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift THETA 2� N Q tu N H W N W O I r 1-2-19 Opt. PATIO/SLAB PANEL "A" Pal" BR Load Wme Description mcs =CX I Descripasn Wee Load BR Pales 1 20 11 k• $12 Rornwator I Range ei 12.0 ks 60 1 20 1.2 ke $12 Clothes washer 9 1 20 1.5 Jul $12 Kitchen S.A.C. 5 L Dryer 810 5.0 ke 30 2 1 20 1.5 kw a12 Kitchen S.A.C. 1 a 1 20 - 812 Bathroom Rocepto 4 10 Air CoWeveor 810 6.0 he 30 2 1 20 1.2 kw 812 Dishwasher ll 12 1 20 1 L2 ks $12 Miero"Ve 13 14 1 AF Hand 810 6.0 ke 30 2 1 is - a14 General Lighting l6 It. 1 IB - 814 General Lighting 11 Is WH 810 6.0 he 26 2 1 I6 - $14 Gerrral Lighting 19 20 1 16 - $14 General Lightng 21 22 GD0 s12 0.81 KU 20 1 1 I 16 - 214 General Lighting 23 24 ewe Spare 26 26 Spere Spam 21 28 spare spare 29 30 Spero PANEL 'A' LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) Genaral.Lrghtmg t3, watts sq..ft,)......................... ,Small, Appliance, Circuit(a),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .99455.... ......... ......... .................. ........ Refrigerator.................................................. Microwave Dish Washer .................................................. Clethee. w.44hef............................................... Clothes. Dryer . . .................... . ..... .................... ,Water Heater ............... Garage. Door. .Opener, , .. 1135 3 6.205 2 1,500 3,000 1 12,000 12,000 1 1200 I 00 1 1500 I 00 1 1,200 1.200 1 1.200 1,200 I 5000 5000 I 4 500 4 500 I 810 810 Total Watts 35AI5 First 10000 Watts 0100% 1 10.000 IO 000 Remainder 25.LI5 040% 1 O 10.24E Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Load Watts 30.24E Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Botch ® Recessed Can Light Ss Doable Pala Snitch ® Eyeball Recessed e Push Button Switch Exhaust Pan -9 Dupiox outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light Waterproof ground fault c rent Light with Pull Chan latara Ploor Duplex Outlet c Computer Connection Jack ® Carbon Mormode Detector 4& Flood Light T Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter Q Simko Detector � Calling ran ® Television Jack Telephone Jack A ci c A/C Disconnect I x 4 Florescent Light 2 x 4 Florescent Light ® ® Speaker Hook-up = JUNCTION BOX TO SUPPORT A PAN TO as THERMOSTAT LOCATION B/A = BALANCED AIR Vent thru Soffit -- MECHANICAL LAYOUT i-2-19 SCALE: 1/4" = 1'-0" FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2' PVC Schedule AMP 40 conduit sleeve ISO MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can meter can ME ER Intersystem bonding METER Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC (FPL Termination pant schedule 80 schedule 80 2' ri id service FPL 2" rigid service PPL GEC a Bato r)OL ePaGrielsvanaed GEC Bar)sL e�pe� Ivire a vanaed ground rods groundrods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction kL - Verify AIC/KIC Rating prior to ordering equipment I - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke E Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be Installed per NFPA requirements. i. tamper reactant APCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comply w/ FBC RM1402 9. AC Rafrili6 Inns that are run thru slabs must be see va In 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the comp)gteal stem shall be fully operative. 12. Contractor shall pay for all Too&, permits, tea LI , and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the 15. Contractor shall guarantee all materials and workmanship free or defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase or Installation that may have been damaged. IL. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necesaarg for the equipment to be placed in proper working order. IZ. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical system shall be completely and effective[ grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. AiC 124 CFM IOxiOx4 MASTER' BEDROOM 124 CPM 10)dOxL LAUNDRY J IL CFM I `_ fir 12x12x9 Ft, B/A i%I Ill CFM 12x4x'1 SECOND BEDROOM 12xl2x8 J F� , B/A THIRD BEDROOM 100 CPM IOxLxL 150 Amp Panel GOLF- CAA GARAGE I I I I I I I I PORCH B%A 0 147 CPM r Iox1Oxl 12" I I 1 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below 9'-1" shall be Installed In metal EMT conduit. 24. Dryer VentsRMIS0to be installed per FEFC 14" 20x2O 141 CFM IOx1Ox9 141 CPM Ioxloxl DINING ROOM NIIIIIIIl�l • A I II KITCHEN Rer. 3a• CLEAR OPENING L - �;FM I MICROWAVE NON -VENT i r� 9 ® 4"m Steel Ballard r% Sae detail on this sheet p 22" x 54" , At� k I - - - - - J GARAGE r----------------- i I I I I I I I I I I I I I I I I I 1 I 1 3 TON SEE MANUAL Calculation for Unit Info Install oulet under disc. - not shown for clarity AiC Q U d MASTER ,�� PORCH BEDROOM � \� ,pp WP GFCI \ a I ® c I I GPGI o l -- - - - � I I Cr- Lit I I GREAT ROOM GFcI C OSEIII I o / DRYER ASHER // / F LAUNDRY I=8.'/ I DINING ROOM o � Ark ' I � I / \ Qs II � -� SECOND BEDROOM/ GFCI - C.M. Detector I I 1 1 oilgg per FBC } �.I 1 1 I I R314.3 ITI HE� I 01C I ER Jrc / I id 4 Ren.I /- NalocNlee�ry ` 3a• CLEAR O / ENING J _ - GFCI GFCI / FCI s W.H. THIRD- 4"40 Steel Ballard B E D R O O M- - - -s F ` See detail on this she m et v - fr-T-22 A ASS / / I \ ~ 1 in OPTIONAL PANEL _ 10,LOCATION FCI 'see�\ GARAGE 150 Amp � Panel GFCI \ \ \ GFCI r-------- -- - - - - - - jGarage / ! Garage i Door Door i i Opener I / i Opener I GOLF CART; / GARAGE :Fa i I GFCI to gage lights ELECTRICAL FLAN Pat Light with SCALE: 1/4" = I'-OilPhoto cell Center Post Light Attic Ventina Calculations Total Attic Space = 2101 sq. Pt. 3 -' Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit between driveways Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Braden 4 Braden AIIAe PA Wynne Building Corp. Date Drawn : Revisions : Sheet Comm # Architects - Planners REAR 3-28-18 5-23-18 Garage floor slope and g °p Coconut Avenue III j� I THE W I I `t D CJ. O R PORCH Drawn smoke detector revision F -1 15 - 15 913 TelS.E. Tel (i12) 281-8258 C.C.U. Sppanish Lakes Fax : c-Irt2) 2s7-sas3 E-marl: (112)bradenaiamcomcast.nat RIGHT . Checked by: Impact Stuart FL 99L #AAC0000 2 St. Lucie County Florida D.R.B. 0F 5