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HomeMy WebLinkAboutBuilding Plans12 .H Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast 5upplg and MFG 5v Cnmp Metal roofing FL #11651.12 2L ga. 5v crimp is roofing attached to plywood deck uang #9 x I.E. wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt undarlayment installed with min. 4 aide laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at ell Iapa and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet 12 SLOPE 14 W-I' T. 6/8" thick light textured stucco on typical concrete block construction P 5/8" thick x 8"w cut coral finished stucco bands RiG T E 1(.'001 .� ELEV/`N�TIIL/ 1N MOTES: Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof noted Gulr Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 — Anyht changes to this unless e plan shall otherwise submitted t0 the architect 26 ga. 5v crimp metal roofing attached to plywood deck using 89 x 1.5 wood &crews with self sealing washer at 12' o.c. max spacing over ASTM D for approval in writing prior to starting construction. (type 2) 30 lb felt undarlayment installed with min. 4 aide laps and V and ALL laps fastened with corrosion reaatant tin caps and with 1.25" ring shank nails — Return ,4 l- Stucco Bands into Window Or Door. &paced 6 o.c. at all laps and two etappgered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE .F A, �. 8'-I" T.O.B. la" J e ' aI : „ o 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction - Finished Floor .---..—.ffi..—. n------------------.--.�—.-----------------------� —�. _. ._.._------ LEFT ELEv? TON SCALE: V4' . 1'-0' 12" .H. O'-0. _ 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate i/2" drgsiall ceiling on truss bottom card 1/2" drywall on 2" x 4" studs at 14" O.G. 12 4 1 SLOPE Gulf Coast Supply and MG 5v Crimp Metal roofingg FL #IIL51.12 2G ga. 5v crimp metal roofing attached to plywood aeck using #9 x 1.5" wood screws with self sealing wnahar at 12' o.c. max spacing over ASTM D (type 2) 30 Ib Pelt underleyment metalled with min. 4 ado lope and G" end laps fastened with corrosion resistant tin caps and with I.25" ring shank nark spaced L" o.e. at ell lapa and two staggered rows 12" o.e. m field. At t ach lack to trusses using attachment detal on this sheet ` 12 4 SLOPE 12 : H R Floor 0'-0' = Finishe Floor — — — — — — Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MPG 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 felt undarlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to lb felt using 8drate nailsthrough Substrate onelagerof 15 to be 19/32" CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON SCALE: 1/4" - 1'-0" base -board 2" x 4" P.T. bottom plate :(•fft'?i`• '::;,,:r,j: �•r - if:,;.i. :::;ii �.�. t.`,7.l: >a. -i:,:^��=;1,.i.3'�:,. •�_ is;"•.a 4" concrete slab With fibermesh OR VxV #10/10 WWM on G mil Visqueen over clean compacted termite treated fill interior Non —Bearing Partition nts radenBraden AfA, PA Wgnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue The Grand C Tel : (112) 281-8258 E i e a r Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiascomcast.net9 St. Lucie County Florida c..._.. ea zeaip. itAAr%nnnna') 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Building Deai n is Enclosed Risk Cate gorg: II Wind Velocitg: 165 mph ultimate Mean Roof Height:ll'-O■ Rod Pitch: 4-32 Ogg Internal Pressure Coefficient: tp I@Subjectabditg to damage from: Weathering: Negligible Termites:Veru HeavuWidth d Rod End Zone:- 3'-4' Wind Speed:IL5mph ultimate Wind Exposure Classification: C 1.21 x O.L0.12L Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL. O.6DL+O.IPWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-332.6 pat Roof Zone: 2. +20.6/31.0 paP Rod Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) I—flWeffall ZZaee: 5. +36 8% 41. sf ®Wails oZo 1 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-1,13pot Shear Walls Considered for Structure?Yee- _ * s? m r, 2 Continuous Load Path Provided? Yes OIL gong: 5 Are Components an Cladding Data -s Provided? Yes END om-t Minimum Sal Bearing Pressure:2 00 a, Presumptive: X 1511l Test: psi 8EE RODUCT AP ROYAL F RIM ACT P O ECTION F R O E INGB G„K>as ROOF LIVE LOAD: M _ pat ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD. _A�_ pat FLOOR DEAD LOAD:-19-- pat JOB ,ADDRESS: \G<o Date Drawn Revisions : Sheet I Comm 3f / -26-20 al cOP 1 _ -- 2G LEFT E Drawn by: fl� ,15�iiR� I l C.C.u. B Checked bg ODE COMPLIANCE D.R.B.I OF 5 rfFLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = I' -Off N. r.s. high by 4" diameter 1. Contractor to verify ALL notes and dimensions prior to steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8"t 50 ksi steel plate) 3. ALL Lumber t0 be used as Beam, Rafters, etc... t0 have a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2h" 2'h" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /2" %2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 03/8" 2,=' �° 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. ° ° 2i: 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %_' 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. hair 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 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der FBC R302.9.1 14. 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 I° x L" P.T. Buck nailed io Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened mails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attaehman - x of code edition F.B. R 16 see permit info bo with C. 3 p ASTM 6 C-19 C -15 C51 C6 O C9 1 p m board material shall conform to C3 4 4 3 3 ;'�:"-�'��•'°;;':�.� `:�, 18. G psu b h , C%O, C1002, C1041,C1111, C1118, C12-18, C1395, or C1396 and shall' be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max spacing oP fasteners ing Nail sizing options for installation of dr wall into Spacing Maximum wood framing members Nails Screws 2' x min. thickness Ceiling Perpendicular 24' 'I" 12" 13ga 1 3/8" long with 19/1.4" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either IL" en 16" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.080 dia. x 15/8" with 9 32" head. 13ga 15/8" long with 19/L4" head Ceding Perpendicular 24" I" 12" OR 0.098" diameter x 1 3/8' Ion g annular -ringed or Ld coder nail 0.092" dia. xR 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4' head OR Ggpaum board nail 0.0915' dia. with 14/44" head. Install SGD thru buck into block with SAV tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I4" tap -con with penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.11 A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floorceilingassemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 8-4. Insulation shall comply with F.B.C. R316. gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 jaL ga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5" wood screws with self sealing washer et 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side Baps and 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurpicane anchor at each truss 12 with (10) IOd x I I/2 nails PRE-ENGINEERED TRUSSES ( 24" c.c.) supporting Max 4 1-- at 24'o.c. TYPICAL 18101bs uplift i (ho drawin a b manufacturer) Aluminum Drip --'- Edge t Fascia 2" x L" Sub -Fast Kagcan full o vent vmpt soffit installed using 1/8' dia shank x 1.5' long gale. roofing nails with 3/8" die. head per product approval -see chart sheet #1 5/8" thick light textured stucco on topical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled call Grade e -III=�,=,III, iill,,,;lll III=!ill- TYFICAL SE CTiON s p 9 g ♦R-30 blown fiberglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows of beam block Pilled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I' x furring strips at IL' o.c. with R4.1 airfoil -insulation on topical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onTg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...> Fill cell with concrete and (U #5 bar vert. (typical). 'Max a acing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermash OR L"xL" #10/10 WWII on L mil Visqueen over / clean compacted termite treated fill 14"kxI8 Concrete footing with (2) #5 bars cons. and #5 transverse bars at 48" o.c. Scale : 1/2" = I' - Head fixed door Sliding door AREA CALCULATIONS Living A/C = 1446 sq, ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR 12. I 26 IBATF r L V-1 I LAY-1 2 n In win -I 2n we-1 " 2" LAUNDRY 2" 3" 2" 7 AAv 2' VTR 3"aT-1 3" a-1 2 KTICHEN 2" 1 2" LAV-1 3" "i1n• BAT14 82 To Septic I" x V P.T. Buck nailed to O block with case hardened nails prior to door attachment rt Masonry Well 1 1/2" - Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I penetration at L" ." max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-Sks"x 5'-3ie" 54ia''x 63i4' Single Hung ZONE 4 2, V-tie"x 5'-3 ia" 15' x 63 i4' Single Hung ZONE 4 3. '-28 x 3'-2 1/2" 21 Y2"x 38 %" Single Hung ZONE 4 4. 4'-5%a"x 4'-2!,a" 1 54 �a"x 54 Ya" I 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" 10yerhead Garege Door ZONE 4 B 3'-0' X 6'-8" 41 /4'x 83%" Fiberglass Parcel - Insaiing ZONE 4 C L'-O" X V-8' 14" x 81 i/,' . ."... Sliding Glass Door ZONE 4 D 2'-O' X 6'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X V-8 Schd Core - Wood - 6-Panel P 5'-O" X L'-e" Solid Core - Wood - L-Panel - Br-Pold G 2'-8' x V-8• x 1 %," Solid Core Wood, Steel, or Masorete Door H 2'-8" X 6'-8" Solid Core - Wood - L-Panel J 2'-6" X V-8" Solid Core - Wood - ill, -Panel - Bi-Fold K 2'-8• X L'-8" Solid Core - Wood - L-Panel - BrFold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 14'-0" 2" OPTIONAL n PATIO/SLAB EGRESS m MASTER UTA BEDROOM oa r6 8'-0" A.F.F. ,?u) Flat Ceiling O N O 0 e.r1111111111111 .- IM111111I �Ir A IC Meter O Rod E'Shelf Lr 4r, ✓anity to �e i" ft I tin �4 Y2"hig CLO E I J I ac Rod a _t�SiI -h�eDlWP o♦- 0 KITCHEN 2, L - N- A1I43ATH .I O"8 O Fat Ceiling -O 10'-5"L' Upper cabinets to ext nil over No" t ' 12" x 12" Concrete column / block filled with concrete and (2) #Z bars vert. tied Into lintels above Covered Porch � I 8'-O" tol9'-8" A.F.F. Vaulteb Ceiling GR IAT ROOM I I I u - I - air N x L knee Wall e' O" to 9' Xu counter top I Vaulted Ceiling DINING ROOM I � I ♦♦ I Vanitg to be 34 Y2"high H1gh wall 3'-e° I __ v_fin a) N er-hang - O R-II Bates Inrkttin "i4 Steel Ballard as detail oA tbia-shmaL I 22• s4• 1�" i x Provide auto II �hAsaess I p I closer W J - - _ y 22" _ 150 Amp 4" -00 P nel , zn GARAGE O '­V A.F.F. Flat Ceding O N r-----------------i I Block wall in -i I garage to be I struck block I I I I 1 14'-6" 1 I ' A ' I I 3'-51, 9'-0" 15'-10" Install windows thru buck into block with 3/I6' tap -con with 11/2" penetration at L" o.c. max from each corner and 20." o.c. max ambs and 20' o thereafter at .c. max Exterior face at head and all per product approval of wall / \ Buck to be 1' x 4' PT 8'-O" A.F.F. Mrl Flat Ceding SECOND m w BEDROOM EGRESS r ILJI ILn i O_ C V E R D 12" x 12" concrete ®R C with con rate and (2) into lintels L' 2" / T-8" T-8" 5'-4" N ■ I in block filled ra vert. tieQ 4'-2" 5'-4° m V_ REVIEWED FOR Attach buck to block wall with CODE COMPLIANCE 1 11 dia. cone screws with PT LUCIE COUNTY I I/4" penetration at 12" o.c. ma and 4" max from each corner thru _ Exterior face 2' x L" PT BuckuC. of mall cries I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each Mnge end 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at D Oor Prior to door attachment INSTALLATION NTS NTS Braden it Breeden ,4i,4, PA Wes( nne Building Corp. Date Drawn : Revisions : Sheet Comm >It Architects -Planners 41-1 S.E. Coconut Avenue GARAGE 3-25-20 Drawn / 12 - 2 The Grand Carlton LEFT bg: 2 f Tel : (112) 281-8258 C.C.U. Fax (112) 281-8283 E-mail: bradenaiaacomcast.net Spanish Lakes St Lucie County Florida Checked by: B Stuart. FL 34996 uAAC000032 . D.R.B. OF 5 r —1 7 — — — — — ) .7 1 r\U1. I Ur\t'tl— IXI >_.7: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. 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 2,500 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. 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 10. ALL REINFORCING STEEL SHALL BE GRADE 60. MEETING ASTM A-16, t 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 1600 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. GI85 RATING. FOUND,4TION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilimg and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5 -11 wide. area shall be re -treated with a chemical soil treatment including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. io. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 40, meeting ASTM A -IL 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 Fill call with concrete and " E (U #5 bar vert. (t ical). Thicken edge to 8 x$ at each Pilled c Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR 48" unless otherwise noted one 45 bar continuous 11 #10/10 WWM on 10 mil Visqueen over Contractor to rovide Wood see foundation plan notes for clean compacted termite treated Pill m roper Poundatiwi chairs spacing at openings 4" concrete slab with fibermesh OR GRADE or proper steel installation VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill °D — ::—_1 I Grade W -- �.:_ III (IIII IIII =IIII I�iII - -� � I I -ICI—IIII IIII III I I - 14" w x 18" d Concrete footing with (2) #5 bars Cont. and #5 3„ transverse bars at 48" o.c. .�u I % TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 12' x 12' concrete column block tilled with concrete and (2) #1 bars vert. tied into III above Top of tooter IL" below finished floor #5 bars Cont. bottom steel AT GARAGE STEPDOWN Q e�AI r— I/^l" = P- #5 bar cont. in Curb heig Verrfy ba foundation �,30"x30"xlV concrete column footing with (4) 45 bars each way COLUMN FOOTING DETAIL M. 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ I_ •30' overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar vert. (typicaU. Filled Cell Masonry Column With One -Max s cing shall not exceed4. unr 45 From Footle Be To Tie Beam sse8e foundation�planenotesdfor Cone. Fill To 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen / clean compacted termite treated fill" over •) Grade �p IIII H=__ II " 14 w x 18 d Concrete footing uxth (2) #5 bars cont. and #5 transverse bars at 48" o.c. RAGE CURB DETAIL 2" x L" PT wood secured with 1/2"dia. x L' expansion anchors with 2" sq. washer 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 NIT IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT CO9° Oq Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Cone. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, P. Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiabcomcast.net i------ Q I CO- Z R QL_— F ®�I I QI FI O Filled cell under girder above 24 I io Rear Patio/Slab — O I r J to be poured separate from the house slab. LU EL ®I n I I 1 Thicken footing to 24'w x 14"d x 24"L I FI under filled cell I ° a under girder bearing. L — _ _ _ 1:11_ — _ _ — o I Rear Patio/Slab to 177-77 U c be Plush with bottom of I u I sliding door recess. ut I Slope 1/2" I LL I co: I I I I I I F1 °I I I 4" concrete slab with fiber H.B. esh 0 6(VxV#10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I ° � I " I..9 °I V/�I Fi I I I I I� 4L 1 I o A/C ° r— �� w.H. -------- I QI #1 I ` 4'Steel Ballard FI filled w/ Concrsts® Rio= I I I�ol I O�� I IFQIaI I �isa I Emv I I I s I I I =3 0 I L_ a PI I gh� I o ° a LU o E O \ " =0U I ON, c13 F51 `—_--_—_—_ — ° r. _ _— I - #k at I U i x 0 I M L— ® r° 1 rl ---------� ° ° 1.5" Recess for ° ° ° " — — — o r— ---� --- Garage oor 9'-O" C-2" 12" x 12" concrete column block fille with concrete and (2) 41 bars vertti into lintels above Wynne Building Corp. The Grand C S anish Lakes S . Lucie Countg Florida I REVIEWED FOR ODE COMPLIANCE ST. LUCIE COUNTY FOOTING SCHEDULE Mark sm tan 9FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 With With x 18'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn 4 Revisions : Sheet Comm # G3-25-20 GARAGE // LEFT Drawn by: 12-2 fo C.C.�,I. Checked bg: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgywood 4. Use nails or screws bas d on ress re for root stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone I 6" it 8d ring shank 45 pef Zone 2 6" Sd ring shank -76 psf Zone 3 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s4rows based on res$ure for r of stated in permit Info box on these pl ns for zone Verify with Plan Concrete / Lintel 12"x 12' (umn Block Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. X-� Provide Cast -Crete SUB-OB/OT pretest - - -- lintel set in mortar _ Min. 8' Bearing -- Provide 35 bar set in pre -cast lintel into beam where length of the opening calls for it. I I Provide PT Buck I, attached per jamb aforea In filled co _ _ IJr, �i 4" Sill cast Filled Call Provide #5 Concrete Footing 13''n (see looter schedule elect sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" nth min. 48 bar in Pilled cell. Tie to continuous SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bhzlunga to vert. log of truss with IOd x 1.6 nods at 4' o c. Install Simpson MGT into wall using 5/8' ilia. threaded rod not lire. 12' into met beam and (22) IOd nails alto truss Trusses at 24' o.c. see shop draml bg others �4 R-II batts I Rebar Rebar 48 gar Dia. Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D tgpe 2 paper backed wire lath nailed substrate through one lager of ASTM D Tgpe 2 2 Pelt paper using 8d nails. Substrate BEAM SCHEDULE to be 19/32' CDX Plgwood nailed at ito.c. in field and edges with IOd ring shank nails into studs. Mark Size and Desert tiOn Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 Two rows of beam block idled With concrete and I #5 bar 2L ga. 5v crimp metal roofing attached to plgwood clock using #9 x 1.5" BI Continuous In each row. Nook vert. bar overt bar with wood screws with sale sealing washer at 12 o.c. max seating over ASTM D co 90° bend bar with a 10" min. la at t bar. Itgps 2) 30 lb felt underlagment installed with min. dlaide laps and L and p op laps Fastened with corrosion resistant tin caps and with L25" ring shank nails spaced 0 o.c. at all I" and two staggered rows 12' o.c. in Field. Attach deck to trusses using attachment detail on this shoat LINTEL SCHEDULE Mark or Wage WUnit Width Lintel sire Cast -Crate irication ON' Black,Gosd • • bottom steel sine Top steel' (PLF) ad (PLF) Load (PLF) L22 2'-24 3'-9' 8F8-015AT 1 86 3OL1 IMII 1024 L31 s; 3'-P 4'-O' 8P8-OD/IT I 06 26LI 00 1L3 L45 4'-6' V-10" 11101118-015AT I s6 1106 101 331 L60 6'-0' Ili 8P8-OD/IT 1 s6 1238 836 121 LLO c-e' T-V aFa-ob/1T I as Ion 121 634 L80 8'-O' 1'-4' 8P8-16/2T 1 s6 2 96 162 511 612 110 1'-O' W-6" 81.8-0/2T 1 85 2 86 143 530 401 1105 Y-Om Io'-L' e112I6-I13/2T ONE 1 86 2 86 533 us 401 LIOO 10'-O' W-4' OP8-15/2T I a; 2 $5 682 444 452 LI006 10'-0' W-4' NU-I8/2T ONE 1 96 2 s6 13ii 1028 492 L120 17-W W-4' 111118-Ib/2T I 7t6 2 s6 411 426 324 1.1205 17-0' W-4' MU-0/2T ONE 1 s5 2 s6 *16 "0 324 LHO H'-0' 55'-4' WU-0/2T ONE 1 a6 2 as I= L01 2611 LIiO K'-O' n'-4' WO-OnT 1 s6 2 96 300 M2 144 Was I W-Om 1 1`11-4" 8FK-15/2T ONE 1 86 2 1 e6 1 150 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurrrcane anchor at each truss with (10) IOd x 1 1/2' nails - 1 24' o c.) wppporting Max. 18101bs. uplift Aluminum Drip 712. Edge k Fascia 2' x V Sub-Fascl Kagcan full o vent vi I soffit installed uiwtxxgg 1/9' dia thank x IS' lang gals. roo v role with 3/8' dia. head per product approval —tee chart sheet #1 12' x 12' concrete cohimm hock filled with concrete and (2) #1 bar* vert. tie into lintels above thicken edge to illi with concrete and one #5 bar continuous 1 BEYOND Top of footer 16' below finished floor 12 F 4 Aluminum Drip Edge t Fascia Flash and Counter v Plash Nail ledger to gable and truss with (2) IOd nqfla at each web Ili"& lath vertical wood a to provide ration alto 3/4' penetrauon members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. all 30' overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step per foundation plan ft Slope per foundation plan °p IIII IIII IIII IIII IIII �11� 111 ����_���� 11 11111111i Tu4plcal Sac Frame ceiling transition c J as needed using metal studs field veriPg exact configuration and sizes Poured Coi concrete h Poured Concrete concrete black i Concrete i Manufacture Flush Mounted Shutter Detail luminum Panel res per manufacturer See Tunica) Stud Detail Batts batts all ceiling tgpical section nts 1/8" x 3/32" Wmg Nut W/ appropnata Washer and spacing per menutactorer's Details t Stud Detail Stud w/ Die Caat Zinc NTa Nickel Plated Wing Nut nts Brace Gable and with 2" x 4' SYP #2 Oft back nailed to bottom or top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL shop drawings bg manufacturer ) �R-30 blown fiberglass in bottom chord or trusses -1/2" drgmall with smooth finish Two rows of beam block Pilled with concrete _and (1) #5 bar cont. in each row. Substitute n Q II- a w � X O R N C 1° H nL C ra u..� 0)1° ti d O OD cn IT- N V ty a ry W Emc Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom -- of top chords using (2) IOd nails at each truss trecast lintel Pilled with concrete and (1)#5 ar cunt. for bottom row over openings 1/2" drygwall over I" x furringg strips at It" o.c. with R4.1 pi -insulation on tgprcal 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned Der FBC R601.1 and Mortar joints shall complg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet set or in spoxg with nails into truss. Add blocking to per detail on this sheet ( 2�" o e) ETA 20 1810 su orttn Max. pp 9 lbs. uplift wall -Aj - ILIW110=1 WAI eAA VA51 FAMEA FIN MEMO I WAOA AN IVA 4 131 NA 46A Jill AN — Fe IN Z. MWO Fill cell with concrete and O /'1 L j` (1)#5 bar vert. (tgpicaD. `"�/ f-� Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibmil Viesh eTRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L"xb' #10/10 WWM on 6 and aqueer over — clean compacted termite trotted fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE r{ W a � )f a" a O R C N goo n n a X 0 a'ui ti a 1° 0 O R n- �C-4 s N W ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY REVIEWED FOR TRUSS MANUFACTURER CODE COMPLFANGr" F1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ST. LUCIE COUNT' TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION EJCC t Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2 I 0 FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION • a a e r ■ -2-19 PANEL "A" Poles BR Load War Desenpewn sire# sires DascrRtian Wee Load BR Palos 1 20 1.2 ks #12 Rdnerrstar I Ran St 12.0 ka 50 2 1 20 1.2 Its #12 Clothes Wa"r 3 1 20 13 its #12 Kitchen S.A.C. 6 t Dr *10 5.0 km 30 2 1 20 1.5 ks $12 Kitchen S.A.C. I 8 1 20 812 Bathroom Reaapts 9 10 Air Con or #10 5.0 km 30 2 - 1 20 1.2 ko #12 Dishnsher II 12 1 20 1.2 km #12 Miard"Ve 13 14 Air 14wda 810 5.0 km 30 2 1 16 - #14 Geraird Lighting 16 IL I 16 #14 Generd Lighting 11 18 WH #10 5.0 km 25 2 - 1 15 - 814 Genwd Lighting 19 20 1 16 #H Gowd Lighrmg 21 22 GDO 812 0.81 KW 20 1 - 1 16 #H Geerrd LigWrig 23 24 Spam aw, 26 21, Spam epee 21 28 Spam spare 1 211 1 Sol Spam PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts eg: ft:) „,,., .Sm411. Appliance. Circwt(s) .............................. ,Range....... * .......... , R errigerator , , , , , ............................................. .Microwave..................................................... .Dish.Washer................................................... ,ClotheAA40?r............................................... ,ClothsrA .Dryer ................................................ .Wate.r ..H.eater..........................................1 Garage.Door.Opener................ ........................ 1135 3 C205 2 1,500 3000 1 12,000 12 000 1 1,200 1,200 I 1.500 ISOO 1 1200 1 00 1 I 00 1,200 1 6,000 5.000 4,500 4.500 1 810 810 Total Watts SSAI5 First 10000 Watts 0100% 1 10,000 10,00 Remainder 25AIS 940% 1 O 10.246 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.24d Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Am s Electrical mbol Legend S Singe Pale Satoh ® lReicarawd Can Light As Daiible Pole Swatch 19 Elliellsall Recessed s Push Batten Switch 0' Exiiawt Tan -.9 D Outlet Ce&M Mainted Light Special Receptacle Well Mounted Light ground fadt circuit =41FUMMO Light with Pull Chem (attic) ® Floor Daplex Outlet © Cowputer Connection Jack ® Carbon Maioside Detector 4& Flood Light TD Thermostat is Electneal Panel ® Control vac B Electrical Meter ® Smoke Detector Ceiling fan ® Tebviwon Jack © Telephone Jack AC 015C A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent L ® Speaker Hods -Up = JUNCTION BOX TO SUPPORT A PAN \:J = THERMOSTAT LOCATION B/A = BALANCED AIR J ent_tthELL-_ Soffit 1-2-19 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 2" PVC Schedule 40 conduit ISO 40 conduit sleeve I50 MCB into attic MC9 PANEL AHU PANEL AHU 200a rated meter can n 200a rated n meter can Interagatem banding Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Teraaietion pant schedule 80 schedule 80 2" ngid service FPL 2" rigid service FPL AiC Meter 163 CFM lowoxt MASTER BEDROOM ht3 CFM IOxlOhd e1 4\1 $/A 9 CLOSE - � 4 a I lo^ Attie ice. i lam W_ J L---- 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I OPTIONAL PATIO/SLAB PATIO/SLAB I GrtR AT RO M I I IIaftw Register* 149CIM n cce�� Va1IO)10xOx a� 1 ` -M 1211 DINING: ROOM Ll � L %�1-��T�_J 12idx1 \ SECOND BEDROOM 1 I \ I r2x12x9 "N B/A COVERED PORCH I ------- graund reds- --.._..--- I + I ground rods --....._-.. ,(,_,( �I ELECTRICAL RiSER ALTERNATE SERViCE ELECT. RiSER � E C � I A A `� I C A L - Contractor shall use AL-CU Landing lugs. NT& - Contractor shall use AL-Cu Landing lugs. N18 - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 114ri = 1i - it shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The shall to 2. Provide and wire all required smoke t Carbon period years ordering. contractor provide circuit routings Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. S. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that nay have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant GFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL roomc all items for a complete electncal system and provide all largest conduit or pipe from any other service. S. 9. A/C Return Air Balance Must comply w/ FBC RMI1.02 AiC Refrlg��iit lines that are run thru slabs moat be the requirements necessary for the equipment to be placed in working order. 23. All exposed wire Belau 9'-I" shall be installed In metal EMT P sleeved in G 11. proper All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energg calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed bg a Incensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed system shall be fully operative. for and telephone company. 12. Contractor shall pay all Yees, permits, testing, and 13. inspections including blower testing where required. All be trades to 18. The electrical system shall be completely and effectively work shall coordinated with other avoid grounded as required bg the latest edition of the N.E.C. 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liabrlrtg and propertg damage for the labels where applicable. LAYOUT Braden E Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WF GF Install owlet under disci/' N H B not shown or clarity Vent_ thru a otr fit [;Ai C Meter OPTIONAL PATIO/SLAB i ,'Covered flora%-, MASTER EP BEDROOM WP GFCI \ 1 \ 1 H 1TV1 I Smoke / Carbon Gi R AT Monoxide Detector R OM .� Combo O s I i GFCI I - - I CLOSiE I II ®r-CI _ II Ji GFCI II I II III DINI NG I; FC ROOM M IQ KITCHEN----- S� I - - /24" I 3'-2" 3'_2„ Nines F / C.yM. Detector R 314p3r FBC r.ari / GF C 42^ GFCI (f W.H. Attic Access Nth W 150 Amyl � Optional Panel \ I pool location Pull chain \ light in attic 42" GFCI GARAGE IGarage Door Opener r----------------- 1 I I I I I I I I I I I I I I I 1 I I I I I I I I ELECTRICAL PLAN i1 O C(ente t \\SECOi 0 BgDROOM `\ i` Pia 1 \ / \ `30 ® WP GFCI \ oe I -I `Ccr P�ICH f SCALE: 1/4" = 1'-011 Poet Light with o 9.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit UJ(unne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida Photo cog I v� Date Drawn Revision& G�-25-20 GARAGE On LEFT Drawn by: C.C.U. Checked by: D.R.B. H.B. Exhaust Duct Thru Soffit a Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE '.ZT. LUCIE COUNTY Sheet Comm # E_1 12-2� B OF 5