Loading...
HomeMy WebLinkAboutBuilding Plans8'-1" T.O.B. 2" O. O'—O" Finished Floor Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 2L ga. 5v crimp metal roofing attached to plgwood -deck using u9 x 1.5" (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end wood screws with self sealing washer at 12' o.c. max spacing over ASTM D laps fastened with corrosion resistant tin caps and with 1.25" ring hank nails (tgpe 2) 30 lb felt underlagment Installed with min. 4 side laps and L' on spaced L" o.c. at all laps and two staggered rows 12' o.c. in fie? . Attach laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails dock to trusses using attachment detail on this sheet spaced 0o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 12 4 SLOPE SLOPE 14 H. H. XH 5/e" thick Tight textured stucco on typical concrete5/8" thick x 8"w cut 2 lock construction coral finished stucco bands O 1 -- — — — — — — — — -- --------- 5/8" thick x 8"w cut Finish Columns with 5/8 tured inish Columns thick light texFwith coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral finished stucco bands block construction finished stucco bands V.TiON REAR ELEVATION SCALE: I/4' - I'—O' 9.•�.� ?"rt T 0' — Overhangs at 1'-0"- unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted Gulf lfga 5v impplmetall r000fingSattached totplgw000fdindeck 8h9'ttq x 1.5" — Ang changes to this plan shall be submitted to the architect wood screws with self (tgpe 2) 30 lb felt sealing washer at 12" o.c. max spacing over A5TM D underlagment installed with inn. 4 side laps and V end for approval in writing prior to starting construction. 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 /� — Return ALL Stucco Bands into Window or Door. deck to trusses using attachment detail on thissheet 12" 5/8" thick x 8"w cut •H. oral finished stucco bands �5/8" thick light textured stucco on typical concrete block construction Ri ELEVATiO -147 U.H. O 5/8 thick x 8"w cut coral finished stucco bands �. = Finishea Floor Finish Columns with �a 5/8" thick cut coral finished stucco bands SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12 26 pa. 5v crimp metal roofing attached to plgwood deck using #01 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ftgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and fps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two eta®gered 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 lager of 15 lb Pelt using 8d nails. Substrate to be 14/32' COX Plgwonailed at L" o,c. in field and edges with IOod d ring shank galvanized nails into truss webbing. 12 SLOPE 4 8'-1' T.O.B. -n:ry n FT n InJH. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON Product, 4"cmal sub tW 2" x 4" top plate 1/2' drgwall ceding on truss bottom cord e� Rawl, rinfistnod WAN:v"�3iali8•i.' :.`. '� i y f ( Single�uC�� 3SH— I I((���A ?dczu€s 5 '� "r> a ": r" eeS E i 12 Singe un d° ��i� o s n 4r4s .� . �- T' E - qp., I/2" drywall on s,. 1LL141 F bass w Fro 9F." ;�° ems, sec _ -- I O PSF 2" x • Il,w I _. - 4 studs at 16" o.c. SlididiggGL'alow Series 110 1" norm ,,.. KS i�2.2 Dom, S%QQ 420 Man ow8 Typa— _=A" ���' sss Te rest rm,' � � UtUbnUnt Ysthod '. _ . ,ate . ;� I• For CMU use 12) 1/4' x 2 3/4' tapcons with min 1 1/4' embedment ppLL:t 'r y CM—I853' a Wlndou fg1:4e IFht 8' °i I'1 gld4%r1yc1H i I Ik sa DLit ZC�i3.8 dr :�calv4miNi ) q W$ Id1KaP °IIReBi �f P�bauct'�ppr°o L — -- ++ 9U6I'�sF ._; m fL8 dLfi,Yi f C0 ,��esi�a �aswM 14 . i base -board 2" x 4' P.T. bottom plate me, 5V f �f iM -�a�e +9 � ri �f ,{ RiiA r�%8F iJrv� �r5.1! J.• s�jit il:Jir �..._.�'n%fG�Ti��'(i.����i: � � to erawe wvy�i nsisupw► " µ,-x, "�. A'xt" oncrete *10/10 WbMwon L elmVh OR x O/ W bmi lequeen over _ q � OIL M."�- clean compacted termite treated fill forr KillIZI18, S�f y 4.. 1 -� x.-.t r4" q �p "t fnrlor l�on—'srinCj Partition No A nts 24 Gauge CA1QbVJ P2DtQCWn Install using li A dia. solid sat lead anchors with 1/4' dia.-20 x I5 w own the bottom and 13 o.c. at the t �rtiG�6� AIA, P` /r"'l Storm Panels I ' i alongon " opwm s 450 PSs t � r Wunne Building Corp. Avenue Architects Planners Coconut Ave Te�.S E 2) 281-8258 e G C a T a n d ' Fax (112) 28� 8283 Lak es nlsh E-mail: bradenaia9comcast.net Atuarr- F� %4gRc saor_nnnna) Lucie County Florida 5/8" thick x 8"w cut coral finished stucco bands 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 Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buildin Domin is: Enclosed Risk Categorg: II Wind Velocitg: IL5 mph ultimate Mean Roof V 11'-2" Roof Pitch: I € might: 4:12 Internal Pressure oeoefficient: t a -Is Sub,lectabditg to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x OA - 0,12L ASD deal n ►� Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LW L Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.L pat Roof Zone: 2. + O.L/-51.0 pat Roof Zone: 3. + O.fr/-84.0 psf Components 4 Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +335.8/-38.1 Pat Wall Zone: 5. +35.8/-41.8 psf Wao Roar ZZone 4 I Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.30sf Shear Walls Considered for Structure? yaw E - Rod Zone 2 Continuous Load Path Provided? YID Wage Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure— ' Presumptive: X am Test: psi SEE PRODUCT APPROVAL ROR IMPACT PROTECTION FOR OPENINGS Mn- Corner Zones Rod Zone 3 ROOF LIVE LOAD: A7— pd ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: JF— pg FLOOR DEAD LOAD:-10 pal JOB ADDRESS: Date Drawn Revisions Lug7/ Sheet el C ,,7,GG 3-26-20 fal� GARAGE Drawn b : 1 < -9 RIGHT EVIEWEDFO I C.C.U. CODE COMPLIANCE Checked by: ST.L C1E C0114NTY D.R.B. S f FLOOR PLAIN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0 " N.T.S. I. Contractor to verifg ALL notes and dimensions prior to 36" high ey 4" diameter i� steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. t2 (3lan bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla /a"t so ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coot. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3/a" ° L. Drywall at ceilings shall be leveled and attached to bottom chord ZA of trusses with screws per FBC R102.3.5. O ®z1�'I I. 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 2,/2„ 21111 handicap accessibility requirements. h~ h" 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 R302.4 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 IL. 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 no't less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C34, C19, C415, C514, CII C931 C1394 be C960, C1002, C1041,C1111, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max spacing fasteners Nall aiLng options for installation drywall Into Spacing of Nada Screws Maximum wood framing members 2' x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4' ton® annular -ringed or 5d coder nod 2 0.080' dmoRx 1 5/8' long with Walla Either 16" an IL" Direction 15/64" head OR Ggpsum board nail 0.08L" die. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" long with 19/64" head OR 0.098' diameter x 1 3/8" long annular -ringed or bd coder nail / Walla Either IL" g" I6" 0.092' dm.xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/14" 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 3/16" tap -con with 11/2" 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 A108.4, A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with A5TM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach desk to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 at 24"o.c. TYPICAL ISIOIbs uplift at ( h d ) Aluminum Drip_-� Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent vmill so(ht using 1/8' dia shank x LS' long roo(ng nails with 3/8' dia. heat product approval - see chart W 5/8' thick light textured stucco on tgpical concrete block construction #5 bar vart. w/ 30' overlap call at each Pilled al Ln= a op ravings bg manufacturer \R-30 blown fiberglass in bottom chord or trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete -and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cont, for bottom row over openings 1/2" drywall over I" x furrin strips at IL" o.c. with R4.1 0-1-foil -insulation on tgpical 8" Block walls All drywall to be installed per FBC R1023.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" onlgg proportioned per FBC R601.1 and Mortar Jonta shall camp i9 with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and `() #5 bar vert. (tgpical). Max sppacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill L"WxConcrete footing with (2) #5 bars cant, and #5 transverse bars at 48" o.c. TYPICAL SECTiON Scale : 1/2" = 1'-0" to Masonry Beam nails Head fixed door sliding door 7 \:t 1 1/2" 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 = 11,548 2' w � ` VTR 2" MASTER 2"LAI BATH I 2N LY- 2" 2F w-IAmI 2' VTR* 2' AAY " " 2" LAUNDRY " I s-1 3" aT-I " 2" KTICHEN " LAY -I " 2 ee 3" BATH 02 i 3" \ 12" x 12" Concrete column block filled with concrete and (2) #1 bare vert. tied Into °i lintels above ° Covered Porch " PLUMBING RISER " ° To Septic in (('all N I" x 6" P.T. Buck nailed to O block with case hardened nails prior to door attachment O Masonry wall Bottom Track �Tgplcal Flooring St11 Install SGD thru buck into block with 3/I(" tap -con with Sliding Door D e t a I i i I/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NITS window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5%°x V-3 %a" 54%a"x 63%4" Single Hung ZONE 4 2. L'-2i9"x V-3 ia" 15' x 111 i4" Single Hung ZONE 4 3. '-2" x V-2 1/2" 2'li2'x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2�e" 1 54ie"x 54)e" 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'-04 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X V-8' 41'/1'x 83N, Fiberglass Panel - Inswing ZONE 4 C L'-Ow X L'-8' 14' x 81 ''/," e b I Sliding Glass Door ZONE 4 D 2'-On X C-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 E 2'-6" X 6'-8' Solid Core - Wood - L-Panel F 5'-O' X V-8' Slid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8" x 1 ei;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8' Solid Core - Wood - L-Panel J 2'-6' X 6'-8' Solid Core - Wood - L-Panel - Bi-Fold K 21-8" X L`-e' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturer Is specs prior to construction 34'-O" I v 8'-0" to 9'-1 " A.F.F. Vaulted Ceiling GR AT R OM I I I 8'-0" to 9'-8" A.F.I . OL 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I ROOM 9,a I �r i Vanitil to be I 34 112"high high i High wall `O - - river -hang EGRESS N MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling M1 - r I �I 4 L SET 8" -Rod Shelf F T I how i ° I KITCHEN - 8,-on A.F.F. WMA ° o ° N Flat Ceding - -o" O Upper ca indite to 8'-I" 4 "'-O" extend over eP. �, . H #k 2 I - - i w t, O Rod t Shelf _ i C-a bees m / 4" s Steel Ballard in _ O _ _ S4_ �qy detail an this thee 24' " N x : °C AtProvide aut o e I closer � 8'-0. A.F.F. a Q 2 _ - - � io u Uu Flat Ceiling 15 p ouj Panel " Z SECOND N BEDROOM ErY GARAGE 5 ° T I 18'-4" A.F.F. O i] Flat Ceiling O N ❑ EGRESS r-----------------� O ° Block wall in 00 O I garage to be struck block 0 0 " I I C V E R D I: x 12" eone -a a column block filled I I p Rh concrete and (2) #, bars vert. tied ORC I 14'-6" I into luntells above - :s L' 2" I ® I �° "° 2'-8" 2'-8" 3'-5" 9' Install windows thru buck into block with 3/16" tap -con with 1 1/2' penetration at V o.c. max from each corner and 20.' c.c. max thereafter at jambs and 20" o.c. max Exterior Pace at head and all per product approval of wall - / \ Buck to be In x 4" PT O I CF N M eter Attach buck to block wall with 1/4" dia. Elco comic screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall - / \ "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT dock with case hardened nails ON ALL JAMB, HEADER, AND Detail at w I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door NTS INSTALLATION raden t Braden AIAe PA Wynne Building Corp. Date Drawn Revisions Architects - Planners GARAGER 3-2L-20 Coconut Avenue The Grand Carlton GH Drawn by: TelS.E. Tel (112) 281-8258 C.C.U. Sppanish Lakes Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Chocked by: Stuart_ FL 34ggL S,A,4Ce10l0( 2 St. Lucie County Florida D.R.B. #8 Wood screws thru Jamb into buck at each hinge and 15' o.c. max and prior to door attachment NTS Sheet 01 REVIEWED FOR . CODE COMPLIANCE lieI TY OF 5 BOCC Comm # 12-21 B STRUCTURAL NOTES: 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 `i• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. ViSQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60. MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. Termite Protection for New 2. Contractor shall be responsible for verification of all 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, backfilling 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. 6. 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 termlcide in annular space between sleeve and pipe. 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. C #6 bar Vert. w/ 30" overlap Fill cell with concrete and E at each filled a 11 (U #5 bar vert. ftgpical). Thicken edge to 8"x8" Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over o Contractor to provide Sass see foundation plan notes for clean compacted termite treated fill spacing at openings roper foundation chairs 4" concrete slab with fibermesh OR GRADE,,,or proper steel Installation Ox6" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill °D — CIA 'III ��IIII IIIIII-1III'- 14"w x 18"d Concrete footing ---III with (2) #5 bars cant. and #5 transverse bar& at 48" o.c. TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete stab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan 9. #5 bars cunt. bottom steel 10" Ir' DETAIL AT GARAGE STEPDOWN f SCALE 1/2" = I'- 12' x 12' concrete column block filled with concrete and (2) #1 bar& vert. tied into 6ntoN above Top of rooter 16° below finished floor n 6001ZER:EMN #5 bar cost. in curb Curb height Verifg based on foundation plan - Grade jlr,ri�1 30" min. SCALE 1/2" = 1'-0" F -1 #5 bar vert. w/ -SO' overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar Vert. (typical). Filled Cell Masonry Column With One -Max spacing shall not exceed #5 FFtTo Tie Beam 48° unless otherwise noted From Footing see foundation plan notes for Cone. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 and Visqueen over /clean compacted termite treated fill;. I_li 1i) (III IIII-�III�i-"w 14"w x IS"d Concrete footing with (2) #5 bars cont. and 46 3 transverse bars at 48" o.c. 14" rj GARAGE CURB DETAIL Qt `AI C I /7" = P-in" E 2" x 6" PT wood secured with 1/2"dia. x 6" 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 NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT O,� Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net o PATIO/5LA15 I lo'-o° L I © ® L--'® 13F of -- FI------� Filled cell under girder above 1 pl 1 Rear Patio/Slab 4 1 „r 1 U1 4�_to be poured separate L , from the house slab. I Q I� I to Or g 1 I 1 24"W x 14 footing x 24"L 1 a O 1 under filled cell FI 1 ° J under girder bearing. 1 r————— I----- \ — -- 1 r Rear Patio/Slab to 1 i 1 bef lush with sding door recof recess. _{ I Slope 1/2" 1 -il i i 1 I 1 ° I o° ° I 1 El 4" concrete slab with fibermesh OR 1 L"x6" 410/I WWM on 6 mil Visqueen over0 I clean co patted termite treated fill 1 °I I it - i c- i I 6' I ° B. o 1 O o LAr_H.� r —4'Steel_Ballard__� 1 u( J� 1 0 filled w/ Concrete m I 0a- QI ° Ial�l I I I � - 1 I � ra I o ++ gua I 1 I E�0 I �_? ya `' I I _ 1 r �- E I r FI----_J I C 34 I °° -0o ° ° I &s v I a3U I �aE o FI / 1 o°- U ° I oL------ = I� Uor. p i-i-i-iI ° -i-i-I] = I " �'* U QI x I za I in _� r ® o�--------- --- ---® --- ° 1.5" Recess for ° dL- arage Door 6'-2"" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. Sppanir�h Lakes St. Lucie County Florida A/C O I v FOOTING SCHEDULE Mark Size Deacrotmari FI 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 F 30" x 30" x I6°D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-On GARAGE RIGHT )ate Drawn 3-2L-20 Drawn by: C.C.U. Checked bg: D.R.B. . LWA W4 Sheet Comm # 12-21 OF 5 Provide #5 bars with min. 48 bar diameters overlap into boom. Tie Pilled coil steel into continuous beam block steel Provide #5 bar set in pre -cost lintel into beam where length of the opening calls for it. Trusses at 24" o.c. see shop drawings bu others 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 Max.nto PP 9aX. (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 2O 1 truss leg per detail on this sheet R C C F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws bas d on ress re for roof stated in permit info box on t�elie pans for zone 3 Keu Area Ede Field Fastener Pr Max. ssure one I 6" 8d ring shank 4$ psf Zone 2 4" 8d ring shank l6 Pat Zone 3 4 if 4 to 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit Info box on these plans or zone 3 Concrete / Lintel Column Verify with Plan x 12" n Block Provide Cast-Crete- eUe-OB/OT precast ' -- - lintel set in mortar _ Min. 8' Bearing - - - - Provide PT Buck attached per jamb details into filled ci 4' Pre -cast Sill Filled Cell r #5 bars with inn. 48 bar rs overlap in filled cell. Tie ell steel into continuous steel. CBS WALL Scale: I/2" = I'—O" .t n SINGLE PLY REAR GIRDER TRUSS Nall 2' x 4' blocking to vent. leg of es e trues IOd x 1.6 nails at 4' o c. Install Smapson MGT into wall wing 5/8' the. threaded rod set min. 12" into wet beam and (22) IOd nails into true• VI#-i Rebar Reber 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL to L. I n t e l Attachment AT GIRDER STRAPPING AT CENTER BEARING PC NTS 1/S" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed 2 substrate through one lager of ASTM D Type 2 Pelt paper using Bid nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. i 1LJi E!/'\'t Mark Size and Deserl tlOn Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2�a. 5v crimp metal roofing attached to plywood dock using #9 x 1.5" isscrows with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlailment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails despaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet BI Two rows of beam block filled with concrete and 1 #5 bar continuous In each row. Hook vert. bar over top bar with #5 90e bend bar with a 10" min. la at t bar. p . LINTEL SCHEDULE Mark flandom or Doco Unit Width Lintel Sine ast-Crete Specification Rims of IN' bo eek Bottom stow See Tap at" ail/ Max vna L�oaad (PLO MIDL Load IPLP+) "Ift Lateral id el (FILM L22 2'-2" V-6' BPS-OB/IT 1 86 $064 111 1024 L31 �-to 4'-0" eFe-OB/IT I i5 26LI L363 its L45 4'-5" 5'-10' OPa-OB/IT I e5 Ilo6 404 334 L50 5'-O" II BPS-OBAT 1 85 1239 am 121 LW 6'-a" T-V ere-ODAT 1 85 Ion 11 934 Lao W-O' T-4" OPO-I8/2T 1 65 2 66 152 54111 512 L10 II 10'-6' OPO-18/2T 1 i5 2 #5 643 630 401 LWB 9'-O' 10'-6" OPK-nS/2T ONE 1 85 2 86 1633 us 401 LN20 MY-O" 111 eFe-I8/2T I #5 2 #5 682 494 452 L100B NY-O" II'-4' OPI6-15/2T ONE I iK 2 i6 ISib low 462 L120 rl'-O" 13'-4' OPO-6/2T I s6 2 85 411 428 324 L1208 W-0' 13'-4' aPlb-6/2T ONE 1 85 2 85 1015 110 324 LHO II Ni'-4' BPK-0/2T ONE 1 $6 2 i6 125o 601 269 LI60 W-O" iT-4" OPO-I8/2T I i6 2 96 300 M2 A4 LWO IL'-0" 11'-4" OPK-nS/2T ONE 1 a5 2 es 4150 600 144 - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurric • anchor at egch truss with (al�) IOd x 1 1/2 nails - ( 24' o.c.) supporting Max. 18101ba upldt Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kawcan full o vent vimyl sonit installed using 1/8' dia shank x 1.5' long geiv. rasrinngg made with 3/8' di& head per product approval - ses chart sheet #1 12' x W concrete column block filled with concrete and (2) #1 bars van. tied into Intele above thicken edge to O'x8' with concrete and one #5 bar continuous BEYOND Top of Pooter — 16" below finished floor 12 4 6/a' Aluminum Drip - Edge E Pascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd da at each web 'J/9' penetration members 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 flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan R-11 Batts T Batts batts Frame ceiling transition el as needed using metal studs field verify exact configuration and sizes \Drywall ceiling see typical section isition Insulation Detail nts Brace Gable and with 2" x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) tr w C4 4 H w � X Ott CY H 1a FL C n = t Z ui � � u to p E E, s i \R-30 blown fiberglass Q in bottom chord of trusses -1/2' drywall with smooth finish w Two rows of beam block filled with concrete -and (1) #5 bar cost. 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 t`i-foil -insulation on typical S"IlBlock wallas R All d ll t b nimimimimiirmimimimiml I W40 I =0 W, eAA AMMIA& W-M a rAffiJ VIAWN A FIN IW4 WMEMWA IOVA 'r", 0 VAN Wi MA A FS r-A If - FBI I i YA rywa o e insta a per C 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned per FBC RL01.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers. tubs etc...) Fill cell with concrete and R O O l- (I) #5 bar vert. (typiaaD. Max. spacing shall not exceed FLAN 48" unless otherwise noted Wood see Foundation plan notes for — Base spacing at openings OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THiS SHEET JJ 4" concrete slab with fibermesh OR — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE --mill ' = i- 11, IIII, IIII 14, FI Typical Section at Front ilorch ArAho . 1/7" = i'-ll" a w � X t q r C4 �Qna a a 2-C '" a ti to d O O EC: W C4 �uIQ N a Brace Gable end with 2" x 4" SYP #2 inn. —8ft back nailed to bottom of top chords using (2) IOd nails at each truss ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 PANEL "A" Pries SR Lead Wire Description ciro Cii I Deseriptien War* Land BR Palms 1 20 1.2 Its 612 RaIngeratar I Ranor U 12.0 ks 50 2 1 20 1.2 ks a12 Clothes Weahor 3 1 20 1.5 ka &12 Kitchen S.A.C. 5 L Dr $10 6.0 ke 30 2 1 20 1.5 to $12 Kitchen S.A.C. I a 1 20 - a12 Bathreee Reeapts 9 10 Air Can sar $10 5.0 kw 30 2 1 20 1.2 km &12 Dishseshe 11 14 1 20 1.2 kw a12 r1rcraaeva 13 14 Air Herider 810 5.0 Its 30 2 1 15 - *14 General L1101" 16 it, 1 16 - 814 Overall Liphtma n 16 WH $10 5.0 km 26 2 1 16 - 814 General Lgheeq 19 20 1 16 - $14 General Lghtaq 21 22 Goo 812 0.81 KW 20 1 1 15 - 814 General L.%hUV 23 24 Spare Spare 23 24 Spar* spare 21 1 28 1 Spar* spry 21 1 30 1 spar* PANEL "A" LOAD CALCULATION SHEET Load Description (atil. Watts Total(Watts) Genaral.LlghUng„ (3, watts„sg.,Pt.),,,,,,,,,,,,,,, Small,Appile ce,Circuit(s),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,Range ...... ......... ......... ......... ................. .Refrigerate'.................................................. ,Micraaave..................................................... D,ish Washer ................................................... .ClotheA.W.+ashilir............................................. ,Clothes, ,Dryer ................................................ Water, Heater, Garage, Door, Opener ....................................... 1136 3 5,205 2 ISOO 3,000 1 12,000 12.000 1 1,200 1,200 1 1,500 1,500 1 1200 1,200 1 1.200 1.200 1 5,000 5,000 1 4,500 4.500 1 610 810 Total Watts 35AI5 First 10000 Watts 21100% 1 10,000 10,000 Remainder 25,415 e40% 1 O IOA4L Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30 4L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps S mbol Leend kaBklectrlcal sntgla Pole Satoh ® Recessed Can Light Daiwa Pole Switch E ll Recessed Push Button Switch .,>S Exhaust Fan Duplex Outlet ¢ Calling Mounted Light -® spead Receptade ♦ Well Mounted Light Waterprour ground fault circuit Light with Pull Chain (attic) Flow Duplex Outlet o Computer Connection Jack ® Carbon Monousde Detector 4& Flood Light Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fan ® ToWviwon Jack = Telephone Jack q Disc A/C Disconnect I x 4 Florescent Light ® 12 x 4 Florescent Light ® ® Speaker Hook -Up ®= JUNCTION BOX TO SUPPORT A PAN 11! = THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: H.B.T Vent _thru_ Soffit -_ PATIO/SLAB PATIO/SLAB I I CAR AT R AT I I Center Real to rId�,CFM on celgnfa9ClFM IOdOx'xlOx7169 a IIrF-t DINING ROOM 0 232 CFM 12340 I I I IL' I I I I I 19.3 CFM IOXIOx6 MASTER BEDROOM 1111.3 CFM IOXIO.ld - - ICJ 12 B/ OSET a- C�m I i4° J 1 O _ O o - -- T I � I i I j 22' x 54° Atta Accessgr L-h--� i IIQI JI SECOND BEDROOM 12ud2x13 B/A COVERED PORCH MECHANICAL 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I 1 I I I I I I I I I I LAYOUT SCALE: 1/4" = I'-O" I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a Was than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to 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 or any w as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. I6. 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 resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms, all items for a complete electrical ayatem and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comp)g w/ FBC RMI602 the requirements necessary for the equipment to be placed in 9. ABC Refir t lines that are run thru slabs must be A proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 10. sleeved in ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility 24. D�ryer Vents to be installed per FBC RMI502 12. contractor, the completed a stem shall be fullg operative. Contractor for Fees, and telephone company. shall pay all permits, testing, and 13. inspections including blower testing where required. All work shall be coordinated with trades to 18. The electrical system shall be completely and effective)g 19B other avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and &hall bear underwriters' against the public liabilitg and property damage for the labels where applicable. - - w+ ry /Govered Porch `\ MASTER I BEDROOM It wP GFCI / v I 115� GR AT Smoke / Carbon - R O M Monoxide Detector Combo I \ I n Q I pI S,\ 4F( �P Its II I H.B. I I \- /L-TQ I� S_\ EN �5 M GF DINING ROOM GFCI ro' H1 G I .I FCI GFCI soffit FA� .I KIT HEN I ° C Hines Cn gM. Detector 3'-2" 3'-�" H.B. R314P3er Tl: ® _ - 50 M Exhaust Duct F N\\ GFC Thru Soffit Fcl ------- °0 "h GFCI ^ \ I A/C ® r w I I 311 / 1 enter > I �11 Attie'x 4'~ 1 Access L- - uth Ight i BEDR000 o liana( Iy0 Amp Meter v ® penal location I / Panel / Pull chain ©// J light in attic / C9 ~ 42"h GFCI g AGARAGE Garage II Dow Opener , bee For \ ----------I Front Post Y Light WP GFCI � \\ 7Y I I P OR'C Pt Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Pax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL S499L #AAC000032 ELECTRICAL PLAN -01;16�Poat Light with I Photo cell 6'-3" Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida III N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet N under disc. d not shown For _, clarity Q A/C 41 SCALE: 1/4" = II-Oai Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1G sq_ ft. required Provide A Continuous Vented Soffit Date Drawn Revisions G3-2L-20 GARAGE RIGHT Drawn by: C.C.U. Checked bg: D.R.B_ Sheet REVIEW x � .. CODE COMPLIAN E E - ST. LUCIE COUN BOCC OF 5 Comm # 12-2-1 B