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HomeMy WebLinkAboutBuilding Plans5/8" thick light textured stucco on typical concrete block construction lI[C�)l1®® E. L E V A I 12 SLOP, 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" In screw& with self sealing washer at 12" o.c. max ,pacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end spa fastened with corrosion resistant tin capa and with I. " ring shank nails spaced L o.c. o.c. at all laps and two staggered roar 12 held. Attach dSic k to trusses using attachment detail on this sheet 12 SLOPE 14 O.H COVERED EJ.A (DPORCH ------------ :. 5/8" thick x 8% cut finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands 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 felt underlayment metalled 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 lack to trusses using attachment detm on this sheet 0'-0' tiro who d HvQf 5/8" thick light textured "F stucco on typical concrete block construction LEFT E L E \/4TI' SCALE: 1/4' - 1'-0' J GuIP Coast Supply and MFG 5v Cnmp 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 hype 2) 30 Ib Pelt underlayment metalled with min. 4 side laps and 6" end Iapa fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.e. at all Iapa and two eta9gered rows 12" o.e. 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 Supply and MFG 5v Crimp Metal roofing FL #II451.12 26 go. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with self sealing washer at 12" c.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 r 5" 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shrink galvanizedn nails into truss webbing. W-1" 6EARIN 12" MOMED ®`. /A 17�1 10 E] M 5/8" thick x 8"w cut coral finished stucco bands FRONT E L E\/ A T,� � 2" x 4" top plate I) 1/2' drgwall ceiling on truss bottom cord I/2" drgwall on x 4" studs at lb" o.c. base —board 2" x 4" P.T. bottom plate li:,'. •:f".,;f ,..t Jilt., h.t ). F { iq 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L and Visqueen over clean compacted termite treated Pill Interior Non -Bearing Partition Bran t Bra da 1 XA. � I Wu—n-ne Building Corp. Aralwtect Pl ;' er w ., 411 S.E. Coconut Avenue �..-� I D S C Tel : (712) 281-8258 Fax : (112) 287-8283 � , g anish Lakes E-marl: bradenaramcomcast.net 5Lucie Count Florida Stuwrt_ PL '%4ggL 2AAe nelt1nJ"') SCALE: 1/4" - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP, AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Bwlding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading BuildinDe sign is: Enclosed Risk Category II Wind Velocity: IL5 mph ultimateMean Root Height: 111-00 Roof Pitch: 4.12 pvvlrl Internal Pressure Cie iclient. t0.18Subjectabilitq to damage from: Weathering: Nealisiible Termites:yeru Heavu Width of Roof End Zone: V-4■ Wind Speed: IL5mph ultimate Wind Exposure Clasedication: C 1.21 x O.6 = 0.12L'c Adjustment factor for Exposure Height: ASD dew n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 040L+04t'�L Components t Cladding Wind Pressure (NET) Rod Zone: 1. +20.1,/-32.6 pet Rod Zone: 2. +20.6/-51.0 pal Rod Zone: 3. +20.6/-84.0 psi Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Preamee (NET) Well Zone:: 5.+35.8%-41.8 ®Walla f Zone 4 I pal Components t Cladding Wind Pre a (NET) on Garage Door: +32.0/-40.3 pal Shear Wails Considered for Structure? Yes - Root Zone 2 Continuous Load Path Provided? YYeess Walls Zone 5 Are Components an Cladding Dew Provided? Yes END ZONE Minimum Sal Beanng Pressure: w, Presumptive: X BV Tea? psi S E RODUC AP ROYAL FOR _IMA T PROTECTION- FOR O E IN S Cornc wee ROOF LIVE LOAD: 31 pid ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: '9— oat FLOOR DEAD LOAD: 10 W JOB ADDRESS:rc�> Ji Model: Danry Drawn n Revisions : Sheet REAR 3-28 18 �-23-18 Garage floor slope and Drawn by smoke detector revision PORCH C.C.U. . RIGHT Checked by; REVIEWED OR „.8. OF 5 Comm s 15-I59B Impact ST. LUCIE COUNTY FILE COPY BOCC Recesuatopploe L"w tx 3/8'd LOOLA for l p CRASH POST DETAIL we detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. c I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter roeeedln WIt], work steel crash post. Floor Steel countertop support angle Counter top - vardy tgpe with contractor 2. V g Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts into Instal 6' from each and and J am In canter °,� counter. Base cabinet 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) sea angle data°' Z' x 8" mood studs a minimum 1,400 P.S.I. fiber stress. s" at 16' D.C. N d 1 l 1/2" drywall 4. o Isslml ar meta s 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 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 R102.3.5.4" } 1. ALL wood in contact with concrete shall be pressure treated. 2$ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 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. 33 12. Lowest finished floor to be set bg Governing Building Department 2, „ surveyor to set in field. 1. 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 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 460 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 CcrLO, C1002, C1041,0111, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Dr call Thick, Location Orientation Framing Member Max spacing of fasteners Nail e>Jng options for installation of drywall into Spaein Maxemu wood framing members Nails Scrams 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 141/64" head OR 0.098" diameter x 1 1/4' tonrigg Mai Y2 annular -ringed or 5d cooler OR 0.080' dia. xx 1 5/8" long with Wells Direction Ili' S. I IL 15/64' head R Gygpsum board nail 0.086" dia. x 1 5/8' with 9/32' head. Ceiling Perpendicular 24" 7 12" 13ga 1 5/8' long with 19/44" head OR 0.098' diameter x 1 3/8' long annular -ringed or 6d coast nail a Walla Either 162 84 16. 0.092' dia*xR 1 1/8' long with Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 11/8' with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, AI18.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installe 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 accompanyingg 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 #IIL51.12 24 ga. 5v Grimy metal roofing attached to plywood deck using #9 x 1.5" wood screws nth 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 In 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 2' x e" PT wood plate KITCHEN ISLAND FRAMING, DETAIL `^. MASTERV VTR I 2' �. BATH Kiiw love 3. I 2• LAUNDRY I 1 1 1 1 1 2.1 I LI I Y-1 ` so ii IL\ 3" ' eNrai n eta4 2" 2" r Window Schedule Mark Size Rough 011 Window Descrl tion PRESSURE ZONE I. 4'-11 4'-i %a" 54Ye"X 64Ye" Single Hung ZONE 4 2. L'-2 Ye"x 5'-3 Ve" 15" x 43 /4" S'w4ft Hamill ZONE 4 3. 1'-20 x 3'-2%" 21Y2"x 3iB)'e" Sri& Ming ZONE 4 1.3'-1• x 5'-3%" 38' x 63'4" Sngle hkng 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 manufacturers specs prior to construction r Door Schedule Mark Size Rough O elm Door Description PRESSURE ZONE A we -on X 1'-O' 108' x 84' Overhead Garage Door ZONE 4 a 31-00 X i'-so 41''�4" x 83N" Pant - ZONE 4 C i'-Om X 11 14' x 81 '2" "'"' hvt°°' Sift Glee Door ZONE 4 D 2'-0" X 6'-8' Solid Caw - Wood - i-Panel -Ek -Fad Prrntted 24' x 81 h" E 2'-V X v-8" Solid Care - Wood - L-Panel F 51-411' X V-8' Sahel Care - Wood - L-Patrol - Bi-i`eld G 2'-8• x V-8• x 1 Solid Care Wood. Steel. or Meeorste Door H 2'-8' X V-8' Solid Core - wood - L-Pawl J 2'-i' X V-8' I Sold Care - Wood - i-Parel - BL-Pold 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 by contractor LNI.with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurrica nc�or et each trues 12 Masonry Beam with (I�g f0 x I I/2" nails 1" x 6' P.T. Buck nailed to ( 24' o.c.) suppporting Max 4 PRE-ENGINEERED TRUSSES block with case hardened netts / 18101bs. upldt at 24"o.c. TYPICAL prior to door attachment (shop drawings by manufacturer) Aluminum Drip -- " R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar cont. in each row. Substitute Kagcon full o vent vimul soffit installed precast lintel filled with concrete and (1) #5 wan 1/8' dia shank x I.5' long gale. bar cost. for bottom row over openings r=9 nets with 3/8" din. head per product approval - we chart duet #I I/2" drgwall over I" x Purmn stripps at IL" o.c. with R4.1 PI -foil insulation on tgpiCal 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction ea Mortar to be Type "M" only proportioned per FBC RL01.1 and Mortar fonts shall comply with IF R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30' overlap FIII cell with concrete and at each Pilled cell lU #5 bar vert. (typical). ax spacing shall not exceed Wood 48" unless otherwise noted Bead see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx1" #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill Grade "T, ,I!1 � � IIII III '" IIII i I Iill� - 14" Concrete looting with (2) #5 bars cant. and #5 TYPICALSECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Install SGD thru back into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max /'from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval KITCHEN T MV e 42" 1 I n I .Vi R BATH 82 SANITARY RISER f�. Attach back to block soli with 1/4' dia. Elco ccnc farm" with am. 1 1/4" penetration at 12' o e. mine and 4' max from each corner thru Exterior two 2' x V PT Buck of ua mros ae Wood seisms tiro iamb mto book Detail at Door p, °a`i'' 011f' 16' ee min` and a ta door ateaohmmt NTS INSTALL VULKEM BLOCK SEALANT -- ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION a Instal windows thru back into block with 3/IL' top-eaa with 1 1/2' pmetraWcn at V o.c. max th f comer commid 20' qc. maxmax o d sd el pw Product, approve feu at h of mall Dsek to be r x 4' PT Varian Yx4' P.T. Buck reeled to lock with case hardened nails Detail at Windows Pria to endow attachment NTS 12" Verify attachment hole location with GC prior to fabrication 3/B" steel 6" COUNTER TOP BRACKET DETAIL In x 6" P.T. Buck nailed to block with case hardened rods Head prior to door attachment fixed door sliding door n Masonry Wall177. N Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/I6" tap -con with S l i d i n g D o o r Detail I iron eI/2" penetration at L" max ach corner and 20.."- o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Braden 4 Braden AtAe Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail:ffB bradenaia®comcast.net m '7 H.B. 0 UI lu iL S 1w F_ O IS'-3" 8'-IOYs" I . 8'-I0Y2" I '� 1'-1 Ya° 0 0' o 0 . 0 EGRESS ° 0 0 12" x 12" Concrete column block filled with concrete and 13'-II" p (2) #1 bars vert. tied into O ° r lintels above Filled cell under girder above PORCH WIRE LA p CEILINGTUCCO 1ILIN 30 MASTER ° ° BEDROOM a C 0 0 0 0L!jI I I I IEll I I I IFII0 0 JIIII A.F.F. O ° 191 Flat Ceiling I I O = e� o ti Vanity to be ® I I O 4 Y,"high I /�8'-0" tol9'-8" A.F.F. Rod t Shelf T Vaulted Ceding in r z GREAT�ROOM �LOS TI's c% a Rod t Shelf i n QU cs in - a Qv V, Nb I {T 32" DRYER AS+iER 9' 5" Q LAUNDRY I O ° in a i r+ 8'-0" to 9'-8" A.F.F. O ° Cr r Vaulted Ceiling DINING Vanityato be 34 Y,"hlgh I ROOM 18" 42" I I T 'r counter tope to 13/8' thick steel overhang wall 1.5" ° 90" counter top aupp eq. eq. can to er tops to r-t i over aria wall 1.5" SECOND Q BEDROOM 8'-0" A.F.F. Flat Ceding r i r 12'-8" THIRD, BEDROOM r 8'-O" A.F.F. cl Flat Ceiling 't- 12'-8" in \R-II Malts Irodet,an Provide auto 150 Amp closer Panel - - - - O I I GOLF CART' ary GARAGE in I I I IMICROIIIAVIII +41" high wall qk,,' Upper cabinets to extend over Ref. --- Z ° ° i DW I KITCHEN 8'-O" to 19'-e" A.F.F.__ I Vault d Ceding m Q - I NON-V NT REP. NOR- 38" MPAR OPENING L li /'_ R-n sees InrisNen � I I Provide auto L% W'� © closer 4"4 Steel Ballard See detail on this ehset11146 Fla l O > l xAi�s I l i p A so I I QQI I L amW_j - - _ _ _ s 8'-0" A.F.F. Flat Ceiling In GARAGE 14 i T Block wall in Q °I MT ° ° be 2 _ 8 o �geral f to struck block C-4' ° 13'-O" EMERGENCY EGRESS r - - - - - - - - - - - - - I ---� I I I I I I I I I iw I I I I H.B. O W W o IM 0 0 o oa o a 1 ® 9'-0. 2,-v 6'-4" 2'-8" q,-O„ f` Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Wunne Building Corp. Date Drawn : Revisions : Sheet Comm # REAR 3-28-18 5-23-I8 Garage floor slope and T H E W i D S O R PORCH Drawn log: smoke detector revision C.C.U. 2• 1 5 -15 9 B S anieh Lakes RIGHT Checked by: Impact S . Lucie County Florida D.Z.B. OF 5 FILE COPY Lr 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. 4. 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 e. 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-14, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. it. 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 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'—O" to —11" and Provide (3) filled cells on each side of openings from 10 —0 and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-4' 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/ 30" overlap SEE TYPICAL at each filled call 4" 4" concrete slab with fibermesh OR 0x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade � �E I ,III -.'�. '•' (III 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL Qt`Al t= 1/7" = 1'-n" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill / \ #5 bar Cont. 10" (2) #5 bars cont. bottom steel � 12" 11 DETAIL AT 4" GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintela above Top of footer IL" below finished floor_ LUMN FO SCALE 1/2" = 1'-0" Verify house slab height in field Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE - FOOTING SCHEDULE not am Lawn 1 140W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 128W X 1460 MONOLITHIC FOOTING - C STEP DETAIL ON THiS SHEET 30" x 30" x ICD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS ®140 W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB * O'-O" L 120W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALP 1/2" _ 45 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with frbermesh OR slope. L"xb" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill n'-n„ e F F Ad-\ x - - Ili 30, x3clxlb„ concrete 4��column footing with l4) #5 bars each way DETAIL SCALE 1/2" _ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mii Visqueen over clean compacted termite treated fill j \ #5 bar cost. Ln 101, (a) #5 bars cost. bottom steel 12"' DETAIL AT 9" GARAGE STEPDOWN SCALP 1/2" = 1'-10" 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 sort 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 pipin penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termrcide 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 jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTcJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+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 Conc. Fill To Be 3000 PSI See Floor Plan For Location t -��' '•...s.�. Eo Offim, Double Filled Cell Column Single Filled Cell Column NTS NTS 15'-3" r — — — — 7ieF — — — i I �I I 24�1 12" x 12" concrete column block filled moth concrete and (a) #1 bars Vert. tied Into lintels above W-10 2" I ' W-10Y2" 1 " 10'-JtdQ — — b 17 JQ � i Filled cell under r- girder above Rear Poreh Slab t O 0 r J be poured separatelg 111 F I From House Slab. O rl ° N I t "' I ° Thicken footing to 24"w x 14"d x 24"L under filled cell °XL under girder bearing. ., ° ° ~tn —g-- ----- — FI FI 1 I Rear Patio/Slab to ° be flush with bottom of i I sliding door recess. Slope I" H.B. A/C I I I I I �yI I I I \ 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on 4 mil Visqueen over ' clean compacted termite treated fill o I DRYER ASHER I I I i I I I ZZ I F�" 4" concrete slab with fibermesh OR 6 xb #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I I I _ Fist Ul I3: Ia I I © FI L——6------� ° ° ° a � ur I O 14 step W I-6 N(L I ° N I 1.5" Recess fort - Garage Door i T-8" Braden it Braden AIA, PA Wynne Building Corp. Architects — Planners 411 S.E. Coconut Avenue I I I rD Tel (112) 281-8258 ITHE W SC Fax (112) 281-8283 E-marl: bradenaiaecomcast.net 5 anls�h Lakes Stuart. PL '44o1oIG SAAc0000'42 S . Lucie County Florida 9'-0. Sc. I° I nw � " I° I MICROWAVE Rer. NON -VENT g. aOPENMGR O ° I 4"i Steel Ballard ° see detail on this sheet I I 70 I I I a I I � F51 �I I I I° I I° t- I li ° I I LF] 1.5" Recess for W Garage Door T-8„ 9'-01, 0 r, Date Drawn Revisions : REAR 3-28-18 S-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. H.B. Sheet 3, OF 5 Comm # 15-169B impact � ,µV pv ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plywood 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 Press" e Zone 1 411 411 8d ring shank 45 Psi` Zone 2 6" 8d ringshank 16 sP Zone 3 8d ring shank 84 psf K�l ** Zone 3a L" L" #8 wood screw 112"5 paf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with win. 48 bar Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" diameters overlap into beam. Tie hntal into beam where length of Pilled call steel into continuous the opening calls for it. i ii beam block stead.— Overhangs at 1 —O unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete ' SUS-OB/OT precast lintel set in mortar-. Min. e' Bearing _-_ - �_ — — �v- _ s- 1 I � I I•y,l __I: II Provide PT Buck attached per jamb I I tails into Pilled cal I• 1 I , Sill 1 - ---f 1�I'�1 - - i ,t1 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 cell _ 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 iamwtvrs overlap in filled call. Tie filled call steel into continuous rooter steel. Concrete Footing ha ..�.. •''::.:'::'.:: • , . L._::� lase ?outer schedule far exact sizes) DETAIL AT WINDOW OPENING I CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Mad 21 x 4" Walurg to wart, hag d truss with IOd x LS nails at 4' oa. Verifg withOn ` i \\ I o Concrete �I 12"x 12" \\�xl 8 vited � threadedpilan rod oM gm L I " Lintel Column Block sit* wet seam and (41) IOd nails alto tags Column Rebar to Lintel Reber 48 Bar Dia. Min. Overlap AttdChment TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS i 1/8" thick hit textured stucco installed per 00 ASTM C 924 over ASTM D type 2 papper backed BEAM S C H D U L wire lath Walled to substrata through one isyer or ASTM D Tgpe 2 felt paper using Sd nails. Substrata to be 19/32' CDX Plywood nailed at L' o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Descimirwon Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 Two rows of beam block filled with concrete and I #5 bar 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5' BI continuous In each row. Hook vert. bar over top bar Wltfi wood straws with self sealing washer at 12" o.c. max sibacing over ASTM D #5 90° bend bar with a 10" min. lap at top bar. laps Pe tened withelcorr�°onayresistantttine caps and with 1.25'lariingashank end spaced 6 o.c. at all Iaps and two staggered rows 12' o.c. in field. Attach deck to Lruaeaa using attachme Lintel Bar nt dotal on this sheet Additional recast Lin tal #5 ban Clear "A" Len th Length Span Bars Bars r' -<' :; ;.,' CLEAR 9 9 p i 2'-10" 2'-8" 1'-6" 2 t* none i ti i t i •----e Is. ---- " t----e 3'-6" 3'-4" 2'-2" 2,#3 none OPe-OBAT are-63/IT OPe-1e/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none - .. #5 bars 4'-4" 3'-2" 2,43 none CLEANne Rau of .1'.' .ice • " .`•a•`,y a.. YBlock Above ;.ti„ i:��: 5'-4" 5'-2" 4'-0" 2,1#3 none =f s:r: • _' xi.;: 5'-10" 5'-8" 4'-6" 2,44 none F °.•;!. Precast Lintel F •. • x I I- 1 i b'-6" 6'-4" 5'-4" 2,44 Wane t Additions � •• i `___-d #5 bars y____0 1'-6" 7'-O" 6'-2" 2,45 none ePIL-115AT BPIL-IB/2T 6-4" T-10" T-O" 2,#5 none NOTES: I. min. coverage of ateet=-1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60, 3. standard for reinf. steel-ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark r D Unit 1y� LwitalaatCre SI7e Row or "H" Black Above Bottom steel Tap steel Sin MGravrtg Load (PLF) UpHt Lad (PLP) Max. Load (PLI•) L22 2'-2' 3'-L' 0128-08AT I s5 30L411 SL, 1024 L31 Q'" 4'-0' sfiY-06/IT I s6 264I r363 163 L45 4'-51"' S'-10' tie-OB/rr 1 s6 IIOS 101 334 L50 5'-0' L'-L" Sias -MAT I s6 r138 836 121 LLO L'-8' 11-L' SPS-06/IT 1 85 IOg 121 534 LBO 8'-O' 9'-4' �s-IB/7T I #i 2 #6 152 a,"512 L90 9"-O' 10'-L' ff8-IB/2T 1 $5 2 #5 643 930 401 4' -O' I a5 R 85 S33 m 401LWO 1.I00 10'-O" II'-4' OPe-IB/ZT I #5 2 t5 582 494 462 LIOOD 10/�'�-/0,' II'-4' 8f16-m)/2T ONE 1 li6 2 #5 1344 1028 452 LI20 17-00 13'-4' OF8-I6/2T 1 #5 2 $5 411 1 428 $24 L1200 17a-�0' 13'-4' 1�16-m)/2T ONE I a 2 #B 1016 no 324 LI40 W-O' 16'-4' 8#9L-Ib/1T ONE I a6 2 a5 rJ50 "A 25411 LILO W-O' IT-4" SP8-N3/2T I a3 2 sb 300 M2 I" LILOB W-O" 11'-4' 8Plt-0/2T ONE 1 85 2 85 950 500 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 CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hwvicane anchor at each trues math (10) 10d x 1 1/2' nail* — 1 24' o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Kagcan Poll o vent virwl soffit installed uiwiqrip I/8' dia shank x 1.5' Iona gals. raorma nails with 3/8' da. head per product approval - see chat sheet #1 12' x 12' concrete column block filled with concrete and (2) 81 bars vent. ties into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND To of rooter IL" below finished floor 12 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter Plash Nail ledger to gable and truss with f2) IOd "�de at each we an 3/8' M-rib lath and d vartied ae x tdepias to pravd 4' wrrtrauon into 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step Slope per per foundation foundation plan - plan III I�I�IIIII_�I�III I ' ��IIILLIIIII Sassi3* Illi IIII -- Tuwcal Section N t�- W to ew 1 40 X W s IN a,'J4J c a n 2 " 'd Cr Q ga^� 0 4LU ° W tn�V� C4 4 Brace Gable end with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) lot nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer > \R-30 blown Fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block Pilled with concrete and (9 #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (U 45 bar cost, for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 trfal insulation on typical 8" Block walls All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" o 7g proportioned sir FBC R601.1 and Mortar urnnta shall comply with FBC RPLOi.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vart. (typical). ex. spacing shall not exceed 48" unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR OW #10/10 WWM on L and Visqueen over / clean compacted termite treated Fill \1=1 at Front Forc Scale 1/2" = 1'-0" CV W Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24" o.c.) supporting 1810 Ibs, uplift Max. HETA 20 into beam (22) IOd /trusa leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet ISO , 105 Poll NJ ON I wo 11 IV VANA MMMWM INS I NJ FA"rs 'A 11 11 N E 1 9- i CH 0 MWAAM VOWAPAJ I I ;_4 1 1 w 0 W51 i ME VAAWN, rAMWTA Mr 1: II 9.1 al ram III N QMN%I1=1MIiMIiilR= MENEM MIN C�HETA 20� vxhl Simpson HETA 20 ProProvide for gutter t hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 [be. uplift IUJ a w x L � .� O R C h " «3 �p H R as wi U dq °O E_ C OD U N r_ L Itu N W O I r Provide downspout 1-2-141 Opt. PATIO/SLAB PANEL "A" Pdn SR Load Wee Deseriptan mcs eN'cc Desenpaan Wee Lead BR Pdas 1 20 13 ko $12 Refrigerater I Range 81, 12.0 ka 60 2 1 20 1.2 ka 812 Cloths Washer 3 1 20 IS ko 912 Kitchen S.A.C. 5 L Dr er 810 5.0 ke 30 2 1 20 1.5 ko 812 Kitchen S.A.C. 1 8 1 20 - $12 Bathroom Reeepta 9 10 Air Caulaom 810 5.0 km 30 2 1 20 1.2 ke 812 Dialosal ar a 12 1 20 1.2 ks 812 Mlcraseve 13 I H Ae Hand 810 5.0 ka 30 2 I 15 - 814 General 1.0tag l5 Ill. I 16 $14 General Lighting 11 18 WH 810 5.0 ko 26 2 - 1 16 - 414 Go Iaral Lghteg 19 20 I 16 - 814 General Lrghti g 21 22 GDO 812 0.51 K0 20 I I 15 - 814 Gonerd Lighting 2$ 24 sere Spare 25 26 span Spare 21 28 we Spare 241 30 Spero PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lightma !3. watts„44:. ft.) . . ...................... small, Appliance, Circuit(s),,, ,,,,,,,,, ,,,,,,,,, ,,,,,,,,, !4'ADg4... ......... .................. ......... ......... R9rfrigeretor.................................................. . Microwave.......................I............................. Dish Washer ................................................................. OlothoD. w.Aoh4r............................................... Clothes_ Dryer ................................................ Water Heater 1135 3 Sao$ 2 1,500 3,000 1 12.000 12,000 1 1200 1 00 I 1500 I 00 1 1,200 1.200 1 1.200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,LI5 First 10000 Watts 9100% 1 10.000 10,000 Remainder 25AI5 940% 1 O 10,24L Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Land Watts 30.246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Receawd Can Light Double Pala Switch Eyeball Recessed s Push Batton Switch 0' F-Assat Fan Sime Duplex Outlet '§' coiling Mounted Lot special Receptacle ♦ Wall Mounted Light aft atorprgrommid fault circuit Light with Pull Chan (attic) 19 Floor Duplex Outlet ® Cominiter Connection Jack Qom Carbon Monsfsde Detector 4& Flood Light T Thermostat ® Electrical Panel ® Control Vac 8 Electrical Motor ® Smoke Detector Coihng fan ® Toleviaion Jack Tehrplioe Jack a DI C A/C Disconnect I x 4 Fhxea9:enit Light ® 12 x 4 Fhxeseent Li ® ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN ®= THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be Installed per NFPA requirements. 1. Tamper reaatant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comp) w/ FBC RMIL02 9. A(C Refri ��t lines that are runhru slabs must be sleeved in 10. ALL A/C Equipment shall comply with energg calculation 11. All work shall be performed bg a licensed electrical contractor, the completed stem shall be fully operative. 12. Contractor shall pag for all�ees, permits, testin , 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 Vent thro FJofflt -- MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 124 CFM IO)lOxi MASTER' BEDROOM 124 CFM IO)dOxL B/A ex41c4 98CF OSET DRYER II WASHEI R�1 L IIICFM SECOND BEDROOM THIRD BEDROOM 100 CFM loxtxi 150 Amp Panel GOLF CART 1 GARAGE IB/A R-1 141 CFM IO)dOx1 1'1 15. Contractor *hall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job condition& gear from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of ang or as selected bg others. other phase of Installation that mag have been damaged. 14. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed In or through ang concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from ang other service. the requirements necessary for the equipment to be placed in working order. 23 All axp Deed wire below 9'-I" shall be Installed In metal EI 11. proper All work shall be done in accordance with the N.E.C. and conduit. or shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FSC RMI502 and telephone company. 18. The electrical system shall be completely and effectively Ifl grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. 12" 14" PORCH 141 CFM IO)dOx1 � I REATI ROOM I I I I I I IOXIOXI I DINING ROOM 1-14 I I a DW I I: KITCHEN nEVRCZ%rAR L - ;X I MK:Ro"vE NON -VENT i ® 4"m Steel Ballard % See detail on this sheet 1 Attic olGi hahL I -----J GARAGE I I I I I I I I I I I I I I I I I I I I I I I I en i Braden AIAIe PA Arl:Ntects - Planwre 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail. bradenaiascomcast. not 3 TON SEE MANUAL 'J' and Energy Calculation for Uwt info Install oulet under disc not shown for clarity AiC MASTER BEDROOM ,' PORCH GFCI \ I ®� I � I I I I I GREAT ROOM ®I I Et/ I / I / I DINING rrr/' i ROOM I � I � I � FCI � �Am�R "1�1 rK Deonlyg per FBC 1 err_ R314.3 iT�HET�1 I 1 �ca1�r"C-I 1 ` OFGI GFCI / FCI 47 W.H. � 4'* Steel Selland Sae detail on this sheet 3:D 1 S. ? -I �La xiia5ai4iss m iell�gllt 7_ I \\ 1 OPTIONAL PANEL LOCATION / FCI GFCI GARAGE l h / /P \\ \I 150 Amp �\ ( \ \ JJJJ Panel GFcl \ \ \ GFCI r-------- -------- - / r------ �- i Garage ~ �' / Garage Door I va / I Door Opener 1 o I Opener 1 GOLF CARTI / See GARAGE I i I I GFCI I I 1FC to OWN" lights I I I S ®A ire ®rd Gil I DRYER AID SNERj.' LAUNDRY I\ �T SECOND /� BEDROOM, / P / l THIRD BEDROOM-,-- r I FA ELECTRICAL FLAN Post Light with SCALE: 1/4 - 1'-011 Phew cog Center Post Light cr Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 3 9. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit W4nrie Building Corp. THE WINDSOR 5 anish Lakes S . Lucie County 1=lorida between driverags Date Drawn Revisions REAR Drawn 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. Wire For Front Post Light Sheet E-I Comm 15-159B Impact FILE Copy