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HomeMy WebLinkAboutBuilding Plans�M Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11491.12 2L 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 side laps and 6" end aps fastened with corrosion resistant tin caps and with I. " ring shank nails spaced 6 o.c. at all lope and two staggered rows 12' o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction .E9 5/8" thick x 8"w cut coral finished stucco bands RIG DEL._ 3 �; T10N SCALE: 1/4' se 1"-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L 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 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 12 4 SLOPE 2^ H. Pg GRESS # "1.7--- O'-0' = Finished Flocs _ ,.._.------------- -- 5/8" thick light textured stucco on typical concrete block construction LEFT EL Af T SCALE. 1/4' - 1'-0' GRESS ----------------- Product Approval Submittal Affidavit Opentog stdns Doors. overboad Doors. mmkm Doors. Dlndotrs k 8lglighb Opening NDAX NUN= Product Mosel Mainufaatc rer Glans Attachment methodType tton 1,2,3 FL# 239.3 E Single Hun g g SH-100 Impact PGT 5/I6" I/4' ills. to si/ inn. 13/8' penRrati o bb• spaced per ppro�uct approval. contractor eslial� adhere to inn. edge distances specified an Product approval + 80.0 PSF - A} 16-0330.02 Overhead Garage Door Model 824/811 9'-4" mint width IL°-O' max height DABA.. a : "vart sir " L,, asa.w m r bot s.`�° . s to aenar. m wpwe Ism m rows, 111111ftf, 10-9-21 + 50.0/-L0.0 par ' B FL# 146-14.1 Fiberglass ge�h p�® Jeld-Wen Elea 1/4' dia. an with min 1.25' embedment at 3' sax rrom corners iir�Tl • o.c. maxi thereafter in head and ,iambs. + 50.0 PSF C FL# 251.5 Slidin Glass g Door Series 110 SGD PGT 1" nom " " Type GSA i/4" ia. tapiraRs a/ inn. 1 3/4" penetration tta space per proeuct approval. Contractor %all'askire to min. 2 1/2' edge distances specified m Product approval + 60.0 PSF - Produm NOA/VL � NUI Model if Msnutaoturer Attachment Method inaDa tip of signAppvped eta Mlllllone FL# 261.1 1' x 2 3/4' x .315' PGT Install per fastener type and speeings shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF ROOT FL# IIL51.12 SV Crimp p Metal Roofing Gulf Coast Supply and manufacturing 2L ®e 5v armp metal roofing attached to plywood deck using s9 x IS" uoo6 wrens with self see hrig masher at 12' o.c. max aQeemg over ASTM D (tgpe 2) 30 Ib felt underlagment installed with min_ 4 side laps and L and laps fastened with corrosion resistant tin caps end w;h 1.25" nrg shank Wads ?wed L o.c. at all I and too st red rows 12 o.c. in held. Attach deck to trusses using attachment detea an roof plan - 108.5 P5F Siding Stucco on Block Soffit FL# 12198.3 Model T4 12' vented Vinyl Soffit Kagcan Install using 2" x 2' battens at 6' o.c. screwed to soffit framing using #8 x 30 mood screws at each truss. inwitstall soffit to battens using +55.0/-35.0 PSF Hurrican Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 4 COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands all Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal raiding 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 Ib Pelt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails "traced 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' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 Pelt underlagment installed with min. 4 aide laps and 6' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sp6 aced " o.c. at all laps and two staggered rows 12" o_c, in field. Attach deck to trusses using attachment detail on thus sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails, Substrate in be 19/Plywood nailed at 0o.c. in field andd a edgeses with with IOd ring shank galvanized nails into truss webbing. 12" 5/8" thick x Saw cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate II ' 1/2" drywall telling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board 2" x 4' P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated fit] Interior Non -Bearing Partition nt5 3 �1 $r1 9¢'..fe P�4 Wynne Building Corp. e rchiteas Fianners INS 64411 S.E. Coconut Avenue T � ID Tel : (112) 281-8258 Fax : (112) 281-828S SSOR pparnsh Lakes E-mail: bradenalaecomcast.net St. Lucie County Florida Atanrr PI 'A4AgG itAAe_nnnnow) SCALE: 1/4' se 1'-0' W-1" BEARIN i 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 1-10 for Wind Loading BuildinDesign is: Enclo d Risk Category II Wind Velocity: 165 mph ultimateMean Roof Height: '- ' Rod Pitch: 4.12Internal ownmra Pressure icient. t0_I8Subjectability to damage from: Weathering: Negligible Termites: Vera HeavaWidth of Roof End Zone: 3'-4' Wind Speed: IL5mph ultimate Wind Exposure Classification: C LZI 0.6 = 0.126 x Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DLL+0411JL Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.6/-32.6 psf oil Zone: 2. +20.6/-51.0 pal oil Zone: 3. +20.6/-84.0 post Components t Cladding Wall End Zone Width.. 31_48 Components it Cladding Wind Pressure (NET) Wall Zone. 5.+35.8/-41.8 E3 Roe Z Zani4 I pal Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes = Roof Zane 2 Continuous Load Path Provided? YYeeaa Wells Zone 5 Are Components an Cladding DerI Provided? Yes END ZONE Minimum Sal Bearing Pressure: ai, Presumptive: X B Test: p ®= Corner Zones S E RODUC APPROVAL- VAL FOR -IMA T P O E TION F R O E IN S Roof Zonis 3 I ROOF LIVE LOAD: 31 pd ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _A5_ sf FLOOR DEAD LOAD: 1G pal JOB ADDRESc. Model: L�1%ev L)rawn W) a .ev(slons : REAR Drawn ." �-23-18 Garage floor slope and Drawn by: �� � moke detector revision PORCH C.c_u. C P h RIGHT Checked bg: �(� -Q U� D.R.B. ISW D 1-V r v ST. L CIE COUNTY Sheet 1 . OF 5 .1v LaOmm 15-159B f mpact FLOOR FLAN 35'-O" Recess top plete L"w x 3/8'd Counter top - verily typo �4 for detalsupport angle with contractor TYPICAL NOTES: SCALE I/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to CRP ASH OST DETAfL N.T.s. 36" high by 4" diameter proceeding with work. steel crash post. Floor Steel countertop support angle 2. Contractor to STRICTLY enforce ALL OSHA Requirements. q Bow cabinet Flange with 4 - 3/8" Install L' from aach end andi2* 3. ALL Lumber to be used as Beam, Rafters, etc... to have expansion bolts into me �b ��P counter. slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 2' x e" wood studs 4. No dissimilar metals to touch. , `° 1/2' drywall at 1L Cl S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Mj' 2 �" x 8" PT wood plate 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 ° 6. Drywall at ceilings shall be leveled and attached to bottom chord o of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. "ale" 01° _ KITCHEN ISLAND FRAMING: DETAIL 2, 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. II. 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." ya" 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 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 exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Coll C1002, C1041,0111, C1118, C1218, C1395, or IJ and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Maxmwm Max. spacing of feateners Nail si>rng options for drµguuaall into installation framing members Z oX min. thi thickness Nails Screws Carling Perpendicular 24" ," 12" 13ga 1 3/8' long with 19/64" head y2'I 0.098' diameter x 1 1/4' long annular -ringed or Sol coder nail OR 0.080' dia. x 1 5/8" long with 15/L4' head Walls Either Direction IL' g• 111 OR Gµpsum board nail 0.084" dia. x 1 5/8" with 9/32' head. Calling Perpendicular 24" ,' 12' 139a 1 5/8' long with 19/1.4' head „ 0.098" diameter x 1 3/8' long annular-ringodRor Ld coder nail O 0.092" dia, x 1 -1/84 Ion with g 1/4" head Wells Direction IL • 8 " IL OR Gypsum board nail 0.04115' dia. x I 1/8" with 14/(4" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru AIIJ 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 CII18 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 accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11G51.12 2L 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 a�acing over ASTM D !type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L c.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet MASTER rvrn I �BA luw� 12 ` `H'�%'4 I I .e\ �,,••'� KITCHEN 1 uv i i �� 3 LAUNDRY 2• r My I I 4• I 1 1 2•j 12 I I I w I v-1 me 2• 2' iM� 2Y 2" 3. s2Y 3 se -I 2" sr-1 2" ' 3• BATH 82 3" SANITARY RISER its Window Schedule MarkI Size Roil Open. Window Descri tion PRESSURE ZONE I. 4'-5Ya"x 4'-i %s" 54Ya°x 54Y:' Singh Hung ZONE 4 2. V-2 Ys"x 5'-3 Y:' 15' x 13 r;' Sirk" Hung ZONE 4 3. 2'-2' x V-2%" 21Y2"x 31IJ Smpla Hung ZONE 4 4. 3'-1' x 6'-3%" 38' x L3'/," 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet I ji Door Schedule Mark Size Rough O enin Door Description PRE55URF ZONE A ali x 1'-O' 108' x 84' Oveifiead Garage Door ZONE 4 B 31-O' X L'-8" 41"14" x all P&wjgkm Panel - Immune ZONE 4 C L'-OM X L'-ir 14' x 81 'h" 21 Mae Shdatg Glass Dora, ZONE 4 D T-On X V-8' Solid Care - Wood - L-Panel-Bi-Fdd la ashod 24' x M %2" E 2'-6' X 1,'-8' Sahel Care - Wood - L-Parcel F 51-0' X 1lJ Solid Care - Wood - L-Pawl - Br -Fold G 2'-8' x L'-8' x i Sell Care Wood. Steel, or Mmwmts Door H T-8' X 4'-8' Sdid Care - Wood - L-Pond J 2'4' X V-8' Solid Care - Wood - L-Parcel - BrFold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INPO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET III Attach buck to block mall math 1/4' all Eels cone saris nth on. 1 1/4' penetration at 12' ol all and 4' max from each corner thru xilartwo 2' x L" PT Buck of arras $8 Wood screws III jaab into buck at each haige and 15" ee, max and Detail at Door prior to door attaehw t NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER AND SILL BLOCK PRIOR TO BUCK O INSTALLATION Instal sadous thru buds into block oth 3/IL' tap-ean with 1 1/2' penetration at C o.c. am f oath cal and 20.' &a. sax til�aroafter at .Imbe and 20' o.o. max. Exterior face at d as I anpar product approval of mall - Sack to be I' x 4" PT Val I'x4' P.T. Buck nailed to lock with case hardened mail Detail at Windows prior to window attachment NTS IT Simpson HETA 20 or equal =can one at each truss I x L P.T. Buck nailed to Maaonry Beam ath (10� I) x 11/2' nals 12 PRE-ENGINEERED TRUSSES " ( 24" o.c.) supppoarrting Max 4 �- at 24"o.c. TYPICAL block with case hardened nails Verif attachment 18101bs. upldt (shopdrawings b manufacturer) prior to door attachmen y g y hole location with GC Install SGD thru buck into prior to fabrication block with 3/16" tap -con with 3/e" thick :' ' .',x, '` = ;`::'^.;::: 1 1/2" penetration at L" o.c. max. steel bracket b from each corner and 20." o.c. max Aluminum Drip �-0 R-30 blown fiberglass thereafter at head Edge ! Fascia in bottom chord of trusses per product approval I/2' drywall with smooth hmah 2" x L" Sub -Fascia Two rows of beam block filled with concrete O 0 Use 3/I6" to con with COUNTER TOP BRACKET DETAIL and (1) #5 bar cont. in each row. Substitute 1 1/2" penetration at L" o.c. max. Kall full o vent vinyl saffit installed precast lintel Pilled with concrete and (1) #5 p „ wan 1/8 da shank x 5 long gely. bar cunt. for bottom row over openings from each corner and 20 o.c. max roo�ng nails with 3/8" dia. head per thereafter at sill per product approval product approval -see chart sheet #1 1/2" drywall over I" x furrin strips at IL" o.c. with R4.1 Prfod i' x L' P.T. Buck nailed to insulation on tgpical 8" Block walls block with case hardened nals 5/8" thick light textured = All drywall to be Installed per FBC R102.3.1 Head prior to door attachment stucco on typical concrete and shall meet all pertaining ASTM codes. block constructron GO Mortar to be Type "M" "g proportioned per FBC RLOTI and Mortar fonts shall compig with FBC R60'1.2.1. ; Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door #5 bar Vert. w/ sliding door 30 overlap Fill cell with concrete and Masonr Wall at each filled cell lU #5 bar Vert. (typical). six. spacing shall not exceed r g Wall Wood 48" unless otherwise noted see foundation plan notes for Base vz„ ro spacing at openings,, �.:;.:-:.::.:-%.:c..: Bottom Trac Typical Flooring 4" concrete slab with milfibVissh en Sill Install SGD thru buck into L"xG" #10/10 WWM on L mil Yis ueen over clean compacted termite treated fill block with 3/14" tap -con with 'r 1 1/2" penetration at L" o.c. max. Grade I d i n g D oor Detail t a i l from each corner and 20. o.c. max is " -� At Masonry Wall NTS thereafter at Jambs per product approval Jamb - - II 111 lull WWI II II lllil_ - I I I Braden t Braden AIAe PA =� " - 14" x 14" Concrete footing A►rchUcts - Planners s with (2) #5 bars call and #5 411 S.E. Coconut Avenue T ION transverse bars at 48 o.c. Tel : (712) 287-8258 TYPICAL S C Fax : (112) 281-8283 Scale : 1/2" = 1'-0" E-mail: bradenaiaecomcast.net 15'-3" 8'-I " Y2" T__IY2Y .!j Ul 1°° 2 °°1 1 1 41block EGRESS 12" x 12" Concrete column filled with concrete and 13'-II" p (2) #, bars vert. tied Into O i lintels above Filled cell under ° r- girder above PORCH ° WIRE LATH t STUCCO CEILING MASTER BEDROOM o ILI I I I A.F.F. Fltc 1 ° F.lnuall. i I a el ing IF r C I ° a Vanity to be Y2high I (D4 if ° Rod E Shelf 8'-0" tol9'-8" A.F.F. i in � Vaulted Ceding ° zo GREAT' ROOM �LOS T I-s I I ° H.B. ° 1..I - J I' -I•, °i Rod I tno Q U f Shelf _ n co in J If 32" DRYER ASHER Ill of = Ln LAUNDRY W n i '- Ajl1J to 9'-8" A.F.F. ° T11 1,111VVaulted Ce H ding DINING `i VanrtOto be I 34 )12�hrgh I ROOM 0 8" 42" I I I counter tops to 3/8' thick steel r overhang wall 1.5" I O counter top supports 190 eq. e9- coon er tops to ° ® L over ll sing waif in y c I i U O SECOND *"II" high wall ° o i DW i I I ° q BEDROOM I KITCHEN I - i�8'-0" A.F.F. I 8'-O" to 9'-8" A.F.F., T ° Flat Ceding r O I Vault d Ceding m O Upper cabinets to - I r extend over Ref. I N0K- I2'-8" NON-V IJINT I I ° SM CLCAR OPENING L - O - - f H.B. - J c�1 �n - - - v- i 0 O R-n e.ea Inw'MMUM Provide W.H. W.H.° auto THIRD �;, ® closer edaialltsSeSteel ° onhi BEDROOM sheet f�«w Yglit_J = A.F.F. i+) I Q- t. _ �N� ° A/C Flat Flat Ceding 8'-0" A.F.F_ Flat Ceiling VUTGARAGE O m cn Block wall in O ° MT loll garage to be ° ° ° R-II Sates InauYum Provide auto 2'-estruek block ri 150 Am closer P Panel EMERGENCY ° r - - - - - - - - - - - - - - - - - EGRESS r - - - - - - - - - - - - - i O ---it if ° GOLF C,ARTI GARAGE I in 1EE11° ° ° °o REX49MIJfrOR � OODE COMPLIANCE 9'-0. 2'-8" C-4" 2' 8" -Ile COUNTY 31JOE 35'-0" ST. LUCIE BOCC Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 eq, ft. Wynne Building Corp. Date Drawn Revisions : Sheet Comm # III (�I j"� REAR 3-28-18 5-23-I8 Garage floor slope and T � � `'"�+ I I ` +-�' Cam• � � PORCH Drawn bg: smoke detector revision C.C.U. 2. 15-159B Spanish Lakes RIGHT Checked by: Impact St. Lucie Coull Florida D.R.B. n= e 0 1 i;Z,U lt,,o I Ul/"AL IXCJ 1 =.7: 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/ 6 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/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 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. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR S. 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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 114" = I'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf, Should any other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -f8" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-11" and Provide (3) filled cells on each side of openings from 10 -O and up Contractor to see plans for any 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 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-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 SECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous 6"xV 410/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill FOOTING SCHEDULE Mark sire omaotm I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8°W x BID THICKEN SLAB EDGE WITH I U5 BAR CONTINUOUS 14°W with x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB • O'-O" 6 12"W X 18"D MONOLITHIC FOOTING - b" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill IA = Grade � m e ° I _ ` ...' °. �...• �,.'III Bn x I4d concrete monolithic PORCH SLAB EDGE DETAIL footing with (2) #5 bars coot. SCALE 1/2" = 1'-0" 14" U5 bar Vert. w/ F i TYPICAL FOOTING DETAIL „ - 30each filled cell SCALE 1/2 1'-0" SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb heigfit 6"xb" #10/10 WWM on 10 mil Vrsqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 6°xb° #10/10 WwM on 10 mil Visqueen over #5 bar coot. #5 bar in curb clean compacted termite treated fill o Gra de de r ! — 44z jr_ �E� _ 1i H 10" (2) #5 bars cost. bottom steel F 14"w x 14"d concrete monolithic I IIIi i footing with (2) #5 bars cunt. 12" 14„ F 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer It. below finished floor LUM Verify house slab 4" concrete slab with fibermesh OR height in field 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. - III 30"X30"AC' concrete column footing with (4) Ln #5 bars each wag (2) #5 bars Cont. bottom steel 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 sod 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 b4 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 6" anchor bolt at 18" o.c. overhead door track secured to wood ,Iamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN 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 See Floor Plan For Location #5 From Footing To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS 0 I 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above lo'-off ° o o 1 ° I I I I I I I I o 0 0 0 —p o 0 1 1 1 1 1 1 1 ° i---- ----- i ° —� L—° — ®_ ©LT I Fi I p I I Filled cell under 24" ° girder above ° I I J Rear Porch Slab to O - p I© r be poured separatelg id I from House Slab. O O N _ Thicken footing to 24"w x 14"d x 244"L under filled cell o 6 I c I under girder bearing. I ° o I iml0 0 0 eai ( FI '� Rear Patio/Slab to FI 1 be flush with bottom of I ° I sliding door recess. ° Slope 1" H.B. A/C I I I I I I a I I I 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill o I DRYER ASHER i I I I ;- I F- I , ° I I I I I° I -i ®i ow i of I° 4" concrete slab with fibermesh OR b xb #10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill MICROWAVE RED NON -VENT se• CLa AR O ° OPENING n O O • 0 I I 4"40 Steel Ballard See detail on this sheet >I I IL I I I JU I PI I I � F5 I L— $ F6------ r — — —— — 4 m ° LU N o I N I I O 141stop °I I to 'to17 I I I b" 4„ I I 0 I I 8 I ° L------ 5-- —� ° I L----- —--J° ° ° 1.5" Recess for ° ° ° — — a O O 1.5" Recess for ° ° ° Garage Uoor inGarage Door 2'-8" 9'-0" —41" 2'-8" _ 9'—O" 2'-8" Nn 4, Braden AIAe PA Wynne Building Corp. Arclntects - Planners 411 S.E. Coconut Avenue THE j ND S Tel (112) 281-8258 uIC Fax : (112) 281-8283 S ahlsll Lakes E-marl: bradenaiascomcast.net S Lucie Countg Florida Pt r-I a.waL ftder`nnnn"A) . 0 Date Drawn Revislons : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. are, uV A4 a ] Z H.B. N 0 I 6 I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Sheet Comm # impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on pressure for roof stated 1n permit info box on these pans for zone 3 KeaArea Ede Field Fastener Pressure Zone I " `" 8d ring shank 45 psf Zone 2 8d ringshank 16 sP Zone 3 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column f _ Verify with Reber to Lintel 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar dismaters overlap into beam. Tie filled call steel into continuous beam block steel X�_ Provide Cast -Crete BUB-OB/OT precast hntal set in mortar Min. 8' Bearing - Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. — O h t 1' — O" l t h d t h h e PT Buck ad per Jamb into filled o 4" Pre -cast Sill ver sings a un ass o erwise note on Is seat — Roof pitch at 4.12 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. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior ,- to construction for layout and uplift verification Poured Filled tee" — Contractor to provide for Form Board Survey and to provide I Form Board Survey to Truss Company prior to truss construction Provide Its bars with am. 48 bar �diameters overtop in filled cell. Tie Tilled call steel into continuous rooter steel. CBS WALLScale: 1/2" = 1'-0" 12"x 12" \ ry Column Block Reber Attachment SINGLE PLY REAR GIRDER TRUSS Nat 2" x 4" blocking to wart. le8 or tress oth IOd x U11I roils at 4" o c. 18nspsoit HOT �untosa=I owing we bass amid A IOd into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS ° 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one Tager of ASTM D Tgpe 2 Pelt paper using Sd Woks. Substrate to be 19/32" CDX Pigwood nailed at As o.c. in field and edges with III ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 Pelt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank Wads spaced 6" o.c. at all laps and two etaggered rows 12' o.c. in field. Attach Back to trusses using attachment detal on this sheet \ Additional recast Lintel "A" u n #5 bars = Lintel Bar ClearB Length Length Span Bars Bars i Q. 1 1 " i i 2'-10" 2'-8" 1'-L" 2 #3 none �r.w :. '' i 1 I •----e t----� •----e -4" 2'-2" 2,#3 none Ve-OBAT BINS-11 IT �e-18/2T Additional 4'-0" 3'-10" 2'-8" 2.43 none #5 bars CLUAR '� 4'-6" 4'-4" 3'-2" 2,#3 none ' fro Row or 'H' s'' Block Above g �> :i 5'-4" 5'-2" '{'-0" 2.# none T_ 5'-10" 5'-8" 4'-6" 2 u4 none Precast Lintel r':' .; Additions ''+r i L'-L" L'-4" 5'-4" 2.44 none U6-_ _� #5 bars �____All 7'-L" 7'-0" L'-2" 2,46 none BFIL-�/IT BFIL-18/2T 8'-4" 1'-10" T-O" 2,#5 none NOTES: I. min. coverage of st.,I .5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) r LINTEL SCHEDULE Mark WUnit� Ski intel Ime cant -Crete 8 auheatia° Rom or " ack Above victim Steel � tap Steal Swe MaL oad� (PLF) Met IU.o�sd (PLF) HOL Load (PlI L22 2'-2' V-As 11111118-0131 1 as 30i, 8i, 1024 L31 ,-L88; 3`-I' 4'-0" �8-08/IT 1 $i 26i1 11 its L45 4'-6' s'-10' eF8-01111 1 85 i 5 1 104 334 L50 i'-O' 6`-i' �8-Oa/IT I 86 Ya38 836 1X LLO 6'-111" 11-V 81188-08AT 1 85 108 121 04 LBO 8'-0' si 8PS-I3/2T I IS 2 85 192 i11 60 L410 11 101 11113B-1151 1 $5 2 85 643 no 401 L908 ali 10'-i' Glal /2T ONE 1 85 2 85 833 883 401 11.100 101 111 1111158-111 1 85 2 85 692 494 462 11.100111111 1y0�1�/� 111 Glial /2T ONE I a6 2 #6 3"1028 452 LI20 17-O' 13'-4' GPO-I8/2T I 85 2 85 411 428 324 L1208 IZ'-O' IV-4' OFI6-I8/2T ONE 1 85 2 85 1016 1 710 324 L140 11 15'-4' OPI6-I8/2T ONE 1 85 2 85 1250 "A 259 LILO W-O" I'll-4' OFS-I11/2T 1 0 2 86 1 300 1 M2 1"LI608 IL'-O' m`-4" I tPli-18/2T ONE 1 85 2 86 1 also SOO M4 - 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 EMENT5 UCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIR- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurneane anehor ich truss with (10) IOd x I/ nods — ( 24" ci supporting May - UPI uplift Aluminum Drip Edge I Fascia 12" 2" x L" Ksyean fall o vent vingi si installed uswmmpp I/8' dia shank x 1.5' long gaiv. roofnaa nails with 3/8' d°a. head per prodact approval — e chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. Lie into lintel* above thicken edge to Wide - with concrete and 1 one 85 bar continuous BEYOND Top of footer IL" below finished floor ' Ill 11111 12 4 1/2" Aluminum Dr p ' Edge 4. Fascia Flash and Counter v flesh Nail ledger to gable and truss with (2) 111 "uiIa at each web an 3/8' 111 3m3/ r penetration 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom or sliding door recess. Step per foundation plan . Slope per foundation plan i Wood o e Bas 1U1 a 40 a6 v N `) c NW nun n� UJI�aa � o U, �V- 2 ty 4 L Brace Gable and with 2' x 4' SYP #2 8ft back nailed to bottom of top chords using (2) 10, nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL if shop drawings bg manufacturer ) \R-30 blown Fiberglass in bottom chord oP trusses I/2' dryuall with smooth finish Two rows of beam block Pilled with concrete and (l) 85 bar cunt. in each row. Substitute grecast lintel filled with concrete and (1) #5 ar cost. for bottom row over openings 1/2' dr wall over I" x furring strips at I6" P o.c. with R4.1 -foil insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. bo Mortar to be Type "M" orIg proportioned�ser FBC Rii and Mortar joints shall eomp3 with FBC RL01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ll) #5 bar vert. (typical). ex. spacing shall not exceed 48" unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with frbermesh OR OW #10/10 WWM on L mil Visqueen over clean compacted termite treated fill �lll �I�iIIII ��III� IIII-- FI at Front Fort Scale : 1/2" = 1'-0" Simpson HETA 20 Strays 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 epoxg 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 FANNIE A00AN ii-Fill 005 E IM IWA i- I ■ i� n. Ii PA M' WAWA I I 10 1 AV VIA fI1�■�i�IME CHETA 211 Provide dawn Simpson HETA 20 Provide for gutter 'pO1L hurricane anchor at each truss ( 2'4" o.c.) supporting Max. 1810 lbs. uplift CHETA 2O__) C4 Q W IN H W is \REVIEWEC; FOR CODE COMPLiIANCE' Provide9nM ftIE COUNTY BOCC 1-2-19 Opt. PATIO/SLAB PANEL "A" Pekrs bit Load als-e Desenptwn —'X arc* Desenption Win Lead bR Pe1e4 1 20.: 1.2 Its ill Refrigerator I Row *i 12.0 ks 50 2 1 20 1.2 Its $12 ClotMa Wsahn a '. 1 20 1.6 km 912 Kitchen S.A.C. a L Dr ar 510 5.0 km 30 2 1 20 1.5 Its *12 Kitchen S.A.C. I a 1 20 $12 Bathroom Reeepts 9 10 A" Condenser 00 5.0 lee 90 2 — 1 20 L2 km 212 an"@Wwr 11 G 1 20 L2 ke $12 Mioarsve 13 14 An Fla a10 5.0 ke 30 2 1 Is — *14 Gi nerel Lighting 15 It I I5 — 014 Gdrwrai Lighting n Is WR 910 5.0 ke 26 2 1 15 — *14 Gerwrml Lighting M 20 - 1 15 — 614 disease Lighting 21 22 G00 *12 0.91 Kull 20 1 1 I 15 — *14 General Lighting 23 24 $we Spore 25 26 awe .._. Span 21 20 Spare ape 29 so Sp" 1 - PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) Genar&I Lightma l3• watts• •sq; • Pt.) .................. • . • . , . • Small, Apphanee• Cmeuit(e) • • • • , • • • • • • • , • • • • • , • • , • .elQ�flQ... .................. ......... ......... ...:.. Refngeretor . • . . ....:................ Microwave ................................ Dish , Washed :......... .:....:..........:..:.................... .9104.e- wAl1iiiir.......:....._............................... .Cr.Ia44e .Pryer .........:......:. _........._......... Water• Heater _ • • • ...... • • .. • • • • • • • Garage•Door•Opener......:.....:.... 1135 3 6.206 2 1,500 3.000 1 12.000 12,000 1 1,200 1.200 1 1500 1.500 1 100 1.200 1 1.200 1,200 1 5,000 5,000 1 4,500 4,500 I 810 810 Total Watts 35AN First 10000 Watts e100% 1 10.000 10,000 Remainder 25AS e40% I O 10.244 Electric Heat or A/C 10.000 065% I 10 000 10,000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided bg Voltage - Total Amps 12L.02 Panel Size Required = 180 Amps Electrical SL,mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyebdl Recessed e Push Button Switch 0- Exhaust Pan sse Duplex Outlet ¢ Ceding Mounted Light Special Recaptacle ♦ Wall Mounded Light Waterproof fault c rcnat Light with Pull Chan (attic) ® Floor Duplex Outlet © Camp" Connection Jack ® Carbon Manmade Detector 4& Flood Light T Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding Pan ® Television Jack Telephone Jack a � C A/C Di*Cofln/Ct ® I x 4 Florescent Light ® 12 x 4 Florescent Wet ® Speaker Hook -Up ®= JUNCTION BOX TO SUPPORT A PAN ®= THERMOSTAT LOCATION B/A = BALANCED AIR 124 CFM 103d i MASTER' BEDROOM S/A O 124 CFM IOxlOxi c_. 141 CFM .�� IOxlOx1 17L 9 CFM 1L Vent thru_ FLAUNDRY Soffit MECHANICAL LAYOUT 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 —r 2" PVC Schedule 40 conduit AnP 2" PVC Schedule 40 conduit sleeve into attic YIP PANEL AHU AHt9 200a rated 200a rated meter can QF-F- meter can MR ME ER Intersystem banding Intersystem bonding 2" PVC ( FPL Termnetion pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL rods- ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. i - Contractor shell torque lugs I.A.W. manufacturers recommendations which i shall be verified prior to construction - Verily AIC/KIC Rating prior to ordering ELECTRIC NOTES: I ground rods ALTERNATE SERVICE SE♦RViCE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verifu AIC/KlC Ratina prior to orderma equipment IL CFM Sx4x4 R-1 I ��I TJ 12A2odl Rl B/A��, 111 CFM 12XLx1 SECOND BEDROOM PORCH MASTER BEDROOM PORCH WP GFCI \ I W P" ro 141 CFM S IO3diAIN 1 s I ® C I tS — — — — — � I a REATI ROOM I I I I I 141 CFM IOxIOx1 Ile I 141 I I DiNING ROOM III I 9%A Ka THIRD i BEDROOM _ I I 100 CFM j I IOxtxL I I Q I ® I 4s=_3 AIC SCM ® I 150 aneAmpl P r- - ------------• GOLF CART GARAGE I I I i I GARAGE r----------------- , I I I I I I I I I I 1 I 1 I 1 I I I I I I I I I I. Use copper wire only from panel to devices I*. %, ontractor anau guarantee aei maI6crIaie gnu wwe manonip Av. rNu equipment and paneu sizes anau no verinea Derore 2. Provide and wire all required smoke It Carbon free of defects for a period oP not less than two gears from ordering. The contractor shall provide circuit routing& to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3, Contractor to verify location of electrical gear 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 any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that mag 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 ang concrete 1. Tamper reaatant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameter* of the ALL rooms. all items for a complete electrical egstem and provide all largest conduit or pipe from ang other service. S. A/C Return Air Balance Must complyg w/ FBC RMI402 the requirements neces&arg for the equipment to be placed in 23. All exposed wine below 9'-I" shall be installed in metal E(i " 9. A(�C R fri t lines that are run {hru slabs must be proper working order. xP z sleevedein�� 11. All work &hall 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. Dryer Vents to be installed per Braden 1 Braden) E IAe PA II. All work &hall be performed bg a licensed electrical meet all standard requirements of the local electric utility FSC RM1502 h Architects,iennePs contractor, the completed stem &hall be fullg operative. and telephone company. 12. Contractor shall pag for all fees, permits, te$tin , and 411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical agatem &hall be complatelg and effectiveI 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. Tel : (112) 281-8288 interference with the progress of construction. Fax (112) 281-8283 14. All required insurance shall be provided for protection 19. All material *hall be new and shall bear underwriters'^' E-marl: bradenaiaecomcast.net against the public liability and property damage for the label* where applicable. ' to n Aeel r s s 3 TON SEE MANUAL 'Je and Energy Calculation for Unit into Install oulet under disc. — not shown for clarity GREAT ROOM 0or CLOSE I DRYER ASHER / VP LAUNDRY '/ I DINING ROOM it 111M �T SECOND BEDROOM, I r � 0 I AiC � o Ii� 1 Q Qs- i ©111 111 lip al 1 1�1 C ELECTRiCAL FLAN Past Light with Q SCALE: 1/4" = 1'-0" Photo cell Center Post Light Total Attic Space = 2101 aqq. Pt.FBC 2309. Venting Ratio 1/150 = Is.00 sq. ft. required Provide A Continuous Vented Soffit Winne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida between driveways Date Drawn ' 1evis►ons : 3-28-18 S-23-18 Garage floor slope and REAR Drawn bg: smoke detector revision PORCH c-c.u. RIGHT Checked bg: D.R.B. Wire For Front Post Light REVIEWED FOR CODE COMPLI ST. LUCIE' COUNTY BoM Sheet Comm # F.—i 115-159B impact OF 5