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HomeMy WebLinkAboutBuilding Plans12 4 1 SLOPE COVERED PORCH \ Finish k .olumns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 2L 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o_c_ in field. Attach ,deck to trusses using attachment detsi on this sheet \ 5/8" thick light textured stucco on typical concrete block construction IUM ins—------ ----- -- x .._.. —._.n.— 5/8" thick x 8"w cut coral finished stucco bands n r . IE .TON. T10N SCALE: 1/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II01.12 2L 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" end laps fastened with corrosion resistant ton 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 0'-0' = Fini 5/8" thick light textured stucco on typical concrete, block construction SCALE: 1/4' - 1'-0' 1� Gulf Coast Supplg and MFG 5v Crimp Metal rooting FL #11651.12 2L 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 paced L� o_c: et all laps_aLd two�staggered�rowL 12! ox, in field. Attach 5/8" thick x 8"w cut coral finished stucco bands 12" 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate 1 e 1/2' drgwall ceiling on trues bottom cord I/2" drgwall on 2" x 4" studs at 14" o.c. base —board ­�LV___1 21, x 4" P.T. bottom plate �rC � ..�..{•�:%'l...n�_;'•:•ri.Y,„St?•.:....•,r;=.;Y,;�.�7 el.�Lk,.�....i�57t i'J)F .r�,.Y.s,:�r. �-�li: re.. \ 4" concrete slab with fibermesh OR Vxt, #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non—Bearino Partition Braden i Braden AIA, PA Architects— Planners 411 S.E. Coconut Avenue Tel : (i12) 281-8258 iM. Fax : (112) 281-8283 E—mail: bradenala®comcast.net stucco on tigpical concrete block construction R EAR 7 VAT10N SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 U 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 men. 4 side laps and V 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 -_, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d male. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. I ICI �I L[O; ICI �� ICI I�JII �Imilli FRONT ELEVATION Winne Budding Corp. THE WINDSOR ankh Lakes 5 . Lucie County Florida SCALE: 1/4' - 1'-0' 8'-1" BEARING W*lcrolL �r 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 Design is: Enclosed Risk Category. 11 Wind Velocitg: IL5 mph ultimate Mean Root Height: 11,-08 Roof Pitch: 4.12 I plaff Internal Pressure Coefficient: t0_Ie I Subjectabditq to damage from: Weathering: Negligible Termites: Vern Heavu l Width of Root End Zone: 3'-4' Wind Speed:1L5mph ultimate Wind Exposure Classdication: C 1.21 x O.L = 0.12E Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DII DL+O.LWL: O.LDL+O.1,WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roil Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +2ov.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Well Zonee. 5. Zone +35.8/-41.8 pat Walls 44 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? - Roof Zone 2 walls Zone 5 Are Components an Cladding Details, Provided? Yes END ZONE Miramum Sal Bearing Pressure: si, Presumptive: X B Test: psi corner S E RODUC AP R VAL F RIM A T P O E TION F R O E IN S Ro f ne 33nee ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: -a- of FLOOR DEAD LOAD: 10 _,oaf JOB ADDRESS: '1odel: Date Drawn Revisions, 1 L �V r n Sheet air 3-28-18 5-23—I8 ge oor s ope and A R Drawn bg: amok* detector revision 1 iF 0 R C H C.C.U. LEFT Checked by: D.R.B. CODE COMPLIANCEX m,$ 15-158B Impact FLOOR FLAN Race" top plate 6"w x 3/8"d 4„ for steel wpport angle CRASH POST DETAIL we detail an this sheaf TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. C 1. Contractor to verify ALL notes and dimensions prior to 3C high bg 4" diameter roeeedin Wlth Work. p g steel crash post. Floor Steel countertop support angle Install V from 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" a ex rvon bolts into each end and _ one in center a counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate) see angle detail 4. a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch. 41, 1/2' drywall _- 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2fi" 2%' ALL Concrete used for vertical filled cells, coat. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° L. Drywall at ceilings shall be leveled and attached to bottom chord cn 03/5" 2�2 Counter top - verdg tgpe with contractor 12" x 12" Concrete column block filled with concrete and (2) ail bare vert. tied into lintels above Base cabinet IN 2' x 8' wood studs at 16" o.c. 2" x 8' PT wood plate 0 it of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. `✓ 2�2' 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibilitg requirements. 12, Lowest finished floor to be set by Governing Building Department 2,/�, 2h" surveyor to set in field. ys"„ 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 S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. 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. R314 - see permit info box of code edition S. Gypsum board material shall conform to ASTM C36, C19, C415, C514, CIII C931 CW20, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thick all Location Orientation Framing Member Max spacing of fasteners Nal evn bona for g oP metallation of drywall Spacing Mawmam into wood framing members Nods Screws 2 x min. thickness Ceding Perpendicular 24" 1' 12" 13ga 1 3/8" long with 19/11 head 0.098" diameter x 1 1/4' long ,r Y2 annular -ringed or 5d cooler nail OR 0.080' dia. xx 1 5/8' long with Walls Direction 16 8' IL' 15/64' head R Gypsum board nail 0.086" dia. x 15/8• with 9/32" head. Ceiling Perpendicular 24' 'P 12• Mile 1 5/8' long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail 5 0.092" dm®R 1 '1/8' long with Wells Direction K e• IL' I/4' hoed OR Gypsum board nail 0.01115' dia x i 1/e' with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, AIIII AIIII A136.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum 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 withh AA 84 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #I1L51.12 24 ge. 5v cramp 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side lops and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced 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 with (10) 10d ox 1 1%2 such ( 24" o.cJ supporting Max 18101ba. uplift Aluminum Drip ia Edge E Fascia 2" x V 5ub-Fascia Kagcon full o vent vinyl soffit I using1/8 die shank x 1.5' long roofing nails with 3/8' dia Mad product approval - we chart W 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell_-� Grade S I_III !III TYPICAL SECTION ra BI KITCHEN r AAv 2"�LAI 2- r of j s MASTER 2.1 •� , al 1•�,3" BATH,S 0000 2LAW '1 I • J1II LAY ::2- D• f'r 1 A3" J BATH 82 3. SANITARY RISER rite Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%'x 4'-L %" 54ks"x 54318" Single Hung ZONE 4 2, V-2Y;'x 5'-3 ia" l5" x II Single Hung ZONE 4 3. 2'-2' x V-2h" 2l/2"x 38%" Single Hung ZONE 4 4. 3'-1' x 5'-3ia' 38' x L3'14" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 11-0" X 1'-0" 108' x 84" Overhead Garage Door ZONE i B 3'-0' X 6'-8" 41'i4' x 83N, Fiber lea Panel - lmung ZONE 4 C L'-O' X V-8' 14" x 81 i," Pisa beta. Sb g Glace now ZONE i D 2'-0' X V-8' Solid Core - Wood - I. -Panel -Br-Fold Finished 24' x 81 h" R 2'-1o' X V-8' Solid Core - Wood - L-Panel F 5'-O" X L'-8' Solid Cora - Wood - 6-Panel - Br -Fold G '-8' x V-8' x 1 N' Solid Care Wood, Steel, or Masorsta Dow H 2'-8' X 41 Solid Core - Wood - 6-Panel J 2'-L" X V-8" Solid Core - Wood - L-Panel - BI-Fold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor wlth manufacturers specs prior to construction in permit info AND SHALL ON SHEET ul 12 Masonry Beam PRE-ENGINEERED TRUSSES I• x V P-T. Buck nailed to / 4 at 24"o.c. TYPICAL block with case hardened nails (afiop drawings bg manufacturer) prior to door attachment R-30 blown fiberglass in bottom chord or trusses V-1/2' drywall with smooth finish Two rows of beam block filled with concrete and lD #5 bar coot. in each row. Substitute precast lintel filled with concrete and (U 95 bar Cont. for bottom row over openings 1/2" dr wall over I" x furringg strips a I6" o.C. with R4.1 ri-foil _ III on tt� pical 8' Block walls All drywall to 6e installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R401.I - and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas lox showers. tubs etc...) Fill cell with concrete and (I) 45 bar wart. (tgpicaU. Max. sppacing shall not exceed Wood 48" unlsaa otherwise noted Base see foundation plan notes for spacing at openings 4" concrete &lab with ribermash OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I; 14 x 14 Concrete footing with (2) #5 bars cant. and II5 tranaverae ba at 48" o c Scale : 1/2" = I'-O" Attach buck to block mall with 1/4' dia. Elco cone screws with inn. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru Extents face 2' x 6' PT Back or owl errs BB Waod acrows ties jamb into buck Detail at Door p each longdoor and hm t .ax and nor to dos attachment 11' m NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Q r Install winds" thru buck into block with 3/14' top -can with 1 1/2" penetration at ni oc. my - from each corner and 20.' o.c. max therearUr at .limb. and 20' ac. max. Exterior face at head and mil per product approval of wall Buck to be I" x 4' PT O i I'x4' P.T. Buck nailed to Detail at Windows lock with ease hardenednails sits to window attachment NTS 12" Verify attachment hole location with GC prior to fabrication 3/8" thick 6„ steel bracket Install SGD thru buck into block with 3/I0 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 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door COUNTER TOP BRACKET DETAIL I in (D 0 O 12" 8'-IOYz" 12" 8'-IOYz" 15'-3" l'-TY,,, Filled cell under girder above O O PORCH - WIRE LATH 1 STUCCO CEILING 19'-9" I6'-0" q„ I I I I 8'-O" to T-8" A.F.F. Vaulted Ceiling 19'-V DINING ' ROOM I 3/8" thick steel I lter top supports s to eq- 1.5" L„ r ►�I EGRESS 13'-II" MASTER N BEDROOM 8'-0" A.F.F. Flat Ceding _T Rod t Shelf in �- - - -- 4„ T_3„ 4„ r U) wl I Oc ..Rod t Shelf A5HEER11 DRYER in 5'-3„ LAUNDRY WY VarIlyg 34 ,1r2„high counter tops to I overhang wall 1.5" v rmy DW i ° ° +41" high wall I I KITCHEN 8'-0" to 9'- " A.F.F. O_ M Vaulted �eiling peer cabinets to � I extend ova Ref. CI wave I NON VENT 36' CLEAR a L - - o - OPENING M -0 Betts bnaYtwn O �/ 4 Steel Ballard Provide auto loser ee detail on this sheet cC r---c-- 1 W sv 1 Attie A«iss 1 0 1eci 8'-0" A.F.F. D Flat Ceiling 8 ML RAGE rc >8 O lock wall in ig rage to be " MT 11-11 i + struck block EMERGENCY r - - - - - - - - - - - - - - - - EGRESS I I I I I I � " p I I m I I I I Vanity to be 34 Y2"high .� ml� 3�4 \' O 9- ' i1 SECOND BEDROOM o 8'-0" A.F Flat Ceiling I tr Nt O THIRD BEDROOM O I I in V-O" A.F.F. _ Flat Ceding GL' R-0 Batts Insdatnon- Provide auto 150 Amp closer Panel -----------------� I Fri � Ib (GOLF CART GARAGE t `ol[c]■[o] [o]■[o][ol��li�][ol■[o: of■[c1[ n Masonry Wall ` " ry r Bottom Track Typical Flooring :' :.. Sill Install SGD thru buck into Sliding D OOr block with 3/I6" tap -con with Detail I penetration at 6" max. fromom each corner and 20." thereafter at Jambs per ." o.c. max product approval Jamb At Masonry Wall NTS Braden ! Braden AIA, PA Wynne Budding Corp" Architects - Planners S.E. Coconut Avenue THE W i N D S O R BTelel (112) 281-825$ Fax (112) 281-8283 S arlish Lakes E-marl: Atiati•r PI bradenaiaecomcast.net 'AAggL tteernnnna� 5 Lucie County Florida Q U) W W d r_ W H i±l a - I in 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 as 2,484 sq. ft. Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-I8 Garage floor slope and 116-168E3 PORCH Drawn by: smoke detector revision LEFT c.c.U. Checked by: hk:ViL'Vvtul1-uh �-�n ��nellal 11- impact FRB OF 5 0 1 I`U1. I UN/motl_ INS/ I >_.7 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4.000 PSI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. 11. 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. I. Any changes to plans must be submitted to the architect for approval before proceedin with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2600 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. V erif g all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells On each side of openings from 6'-O" to 9'-I1" 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 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9, Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark am Description I 14'111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 1400 MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS With With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 124W X I8"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap at each filled cell concrete with ECT TYPICAL with concrete and one #5 bar continuous 4" concrete slab VxV 810/10 WWM clean compacted with fibermesh OR on 10 mil Visqueen over termite treated fill 4" lab fibermesh OR GRADE\ \ a Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade `r = — W E, I — 11 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F 1 % TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 xb #10/10 WWM on 10 mil Visqueen over (clean compacted termite treated fill #5 bar cont. IL (2) #5 bars cant. bottom steel 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) 81 bars Vert. tied into lintels above Verify house slab height in field Top of rooter 16" below finished floor aai iC = jai N PORCH SLAB EDGE DETAIL Sr`AI >= 1/0)" _ #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ -. 30"x30"xl6" concrete column footing with (4) #5 bars each wag EE TYPICAL 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill �lI III=- (_ 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" RB DETAIL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. = 1'-0" V_J SCALE 1/2" = 1'-0 " Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x V PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 O Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block filled L/ PL. r- H 1 I t / / 0 L. with concrete and (2) #1 bars wart. tied I O Into lintels above 35'-O" m 10'-0" w °10 I O — I °❑ all I I IsEl J Filled cell unde� I FI girder above I o I FI I 0 4" ® (y Rear Porch Slab to ! FI b I 111 - be poured separateig Ofrom House Slab. I � I Thicken footing to I O I 24"w x 14"d x 24"L O I under filled cell o v ° ° under girder bearing. ° °r a -� I FI Rear lPatio/Slab to 4 FI be fluat with bottom or sliding door recess. I I Slope I" I _i I I -i IFI I I �I I °I I I I I I I I 4" 4oncrete slab with fiberme min I 6"x6" tfIO/10 WWM on 6 mil Vie ;o q vs I clea compacted termite tree 41 F �� i I I I °I I I I °I I II -i I i i I o I FI I I I r I I I °I O lno( - I i DW 1 hn I I 1 0XV Cleo I I mMOM VaXT RED. 2 orexiiir, Q � H. y __ I A/C 4"4 Steel Ballard I I See detail on this sheet A m As sumeI I G Y QJI An Q O I 5-23-18 I I" o I I = °I I I I —i I ' -a ° ° ----�----- ° o g 1.5" Recess for ° ° O °, Garage Door I I of ri 2'-8" 1 T-O" 1 2'-8" 1 6'-4" Braden it Braden AiA. PA Wynne Building Corp. Architects - Planners l S.E. Coconut Avenue THE HE W i N D S O R (lla) a81-8258 I I Fax : (112) 281-8283 g onish Lakes E-mail: bradenaiaecomcast.net 5 Lucie County Florida Q+..s,w+ 1=1 AAggL Meer-nnnnA7 . OR / en over fill DRYER I I I I I )crete slab with fibermesh OR PI I /10 WWM on 6 and Visqueen over compacted termite treated fill 9'-O" Date Drawn Revisions : REAR Drawn 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. REVIEWED FOH LEFT Checked by: CODE COM PLAAN (" D.R.B. 0 I r lister and n either s X" flow service k Sheet 3. OF 5 Comm # 15-158B impact 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 Plywood I. Use nails or screws bas d on ress re for roof stated in permit in box on these pans ror zone 3 Ke Area Ede Field Fastener MaxPressure Zone I 4 It6" 8d ring shank 45 psf Zone 2 4 It4" 8d ring shank 14 per Zone 3 " 8d ring shank 84 psf ** Zone 3a 4" (." #8 wood screw 112.5 psf ** Use nails or s4rews based on rea4ure for r of stated in permit Info box on these pI ns for zone Concrete / Lintel Column Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. x-, Provide Cast -Crete Bus-OB/OT precast ---- lintel set in mortar Min. 8" Bearing x 12" n Block �- Rebar Rebar 48 Bar Ora. Min. Overlap to Lintel Attachment Provide #5 bar set in pre -cast ROOF F ^ A IN Scale : 1/2" = I'—C)" lintel into beam where length of L the opening calls for it. — o I+— O ++ 1 d h L t 1 le PT Buck ad per jamb into filled c+ 4' Pre -cast all ver UrI at win ass of h erwlse note On t IS Seat — Roof pitch at +12 unless Otherwise noted on this sheet __ - — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the -- architect for approval In writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Call — t0 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 I � Provide #5 bars with min. 48 bar W I diameters overlap in filled cell. Tie filled call steel into continuous fcoter steel. Concrete Footin L _. r (see rooter schedule for exact sizes) +i X o DETAIL AT WINDOW OPENING IN ° 1 CBS WALL Scale: 1/2" - 1'-0" 03 Q q •' DL a SINGLE PLY REAR GIRDER TRUSS an 11 Nail 2' x 4' blocking to vert. leg or E B - truse with IOd x I.6 nails at 4' o e. 10 u q n r N Install Slap Ion MOT wto wall vaing. u into W &blew and (IOd rwb into trues N H W TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1 i 1/8' thick light textured stucco installed par ASTM C 924 over ASTM D tgpe 2 paper backed wire loth nailed to substrate through one lager or ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6' o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails :paced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach recast Lintel +, ii deck'Ito trusses using attachment detail on this sheet Additional /#s ber. Lintel Bar Clear A B' Length Length Span Bars Bars T-10" 2'-8" 1'-61, 2 3 none 3'-C 3'-4" 2'-2" 21t3 none BFe-OB/IT sPs-ID/IT 8�8-IS/2T �,.dclitional 4'-O" 3'-10" 2'-8" 2u3 none ay. #5 bore euEA 4'-6" 4'-4" 3'-2" 2.43 none "' `3 + no Rom of 'H' +''ry }yt Block Above ;p; ;0. ,. 5'-4" 5'-2" 4'-O" 2A3 none ts;�•": = •" 5'-10" 5'-8" 4'-C 2,44 none _,... Protest Lintel a.- .t�;. T Additional i 6'-6" 6'-4" 5'-4" 2,44 Wane #5 bars t____e -6" 1'-0" I'-2" 2 4E none BPIL-Id/IT SP16-I5/2T 8'-4" l'-10" l'-O" 2,u5 none NOTES: 1. min. coverage of steel=1.5" 2_ min. bearing required a ea. end=8" ALL reinforcing steel la grade 60. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window D� Unit Width8ise Lintel Cask -Crete S cihcation 'H' Block or Above " 8� amp opt Sy MOrawig LLoaLdP) Upkft L d Lai wal tLoad L22 2'-3" V-6' ePs-05/IT I a6 3064 b)69 1024 L31 2' &•• - 4'-0' !P8-08/IT 1 #5 2661 rb63 963 L45 4'-5" V-10" 8P8-06/IT 1 #5 1105 111 3341 LSO 5'-09 61 sra-OB/IT 1 86 1238 an 121 L60 V-s' 11-C spa-08/iT I a6 low 121 534 LBO VI 9'-44 sPs-Ib/2T 1 86 2 06 152 591 512 L90 9'-O• 10'-66 ePs-18/27 1 95 2 a6 443 6$0 401 L109 Y-O• 10'-6' sPlb-15/2T ONE 1 86 2 #5 1633 nn 401 LI00 W -0" ir-4" ere-I1115/2T 1 s6 2 1 B6 682 444 452 LIOos XV-O• 1 sPlb-6/2T I ONE 1 sib 2 #S Is" 102s 452 L120 12'-O' IV-4" ePs-1151 1 $5 2 #5 411 429 324 L1209 12'-O• IV-40 BPlb-95/2T ONE 1 85 2 as 1015 110 324 LHO 14'-O' 16'-4' sPlb-s!/2T ONE I IS 2 86 1250 W41 269 LI60 W-O' 11'-4" sP9-10/2T 1 a6 2 06 300 M2 M4 LVAM W-o' 11'-4' BPIL-B6/2T ONE 1 #S 2 a6 111160 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'-0" LONG ARE TO BE PRESTRESSED. 1 12 Simpson HETA 20 or equal 4 with ppne Anchor 11 each truss with (10) IOd x I I/2" nails If 24" o.c.) suppporting Max. 18101bs. u lift Aluminum Dnp Edge E Fascia 12" 2' x 0 Sub-Fasci Kaycan full o vent vimYl soffit Installed using1/8' dia shank x 1.5' Iona gaiv. roofing nails with 3/8' dia. head per product approval - we chart aheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 6"x8' with concrete and one #5 bar continuous BEYOND Top of rooter 19" below finished floor into Aluminum Drip Edge E Fascia Flash and Counter flash Nail ledger to gable end trues with (2) 10d " �its at each web Is-nb lath vertical mood 'top rwde ttan 3/4' penetration members S/8• thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan Wood II IIIIIIII IIII II III�I Tuelcal Section Brace Gable end with 2' x 4" SYP #2 aft back nailed to bottom of 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 I/2' drywall with smooth finish Two rows or beam block filled with concrete and (U #5 bar cont. in such 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 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Iw Mortar to be Type 'M" only proportioned Der FBC Riol.l and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...) Fill cell with concrete and (U #5 bar Vert. (typical). p 'Max. spacing shall not exceed 48' unless otherwise noted i see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill III_ III FI at Front Fort Scale : 1/2" = 1'-0" Provide downspout trap trues to wall using Simpson MGT with Simpson HETA 20 dia. into threaded rod with min 12" beam either wet act or in embedment epoxy with hurricane anchor at each truss (22) IOd nails into truss. Add leg detail blockingg to 24" o.c.) Supportingg Max. truss per on this afiaet� ETA 20 1810 lbs. uplift a w 11 WA OA I W, AT", A 16 MON ffm, FA I Ism WaR 'A NVAE a I tBI PAP 12 SLOPE 14 FIG 5v crimp Metal roofing FL #11451.12 vi resistant tin cap* and with 1.25" ring shank nal two sta Iand x 64' MIN II22* IL HT'°`_ 2__� \ /''' ETA 20� Provide for gutter Simpson HETA 20 hurricane anchor at each truss Prowde dwnapout ( 24" o.c.) supporting Max. 1810 lbs. uplift N Q W to to X OU C4 m n N = 0 an ui ti on lu i to W V �C4 r , 1-2-19 Fol"I BR I Load 1 IIIre Desei+ptan eroS oro# Deeenptisn Wire Lad BR Pal I 20 1 1.2 ke 1 $12 Refrigerator I RW #L 12.0 kr 60 I 120 1 1.2 ka 1 912 Clothes Washer 3 1 20 Is ke 012 Kitchen S.A.G. 5 i D er $10 6.0 ka 30 2 1 20 I.6 ka #12 Kitchen S.A.C. I e 1 20 - $12 Bothroea R"te 9 10 Ar Condr 010 5.0 Ike 30 2 1 20 1.2 Its $12 Dielieasher II 12 1 20 1.2 ke 012 Microwave 13 14 Are Hand #10 5.0 Ike 30 2 I IS - #14 General Lighting 15 it 1 15 - #14 General Lighting 11 IS WH 010 5.0 Its 26 2 I 15 - 814 General Lighting 19 20 1 15 - $14 General Lighting 21 22 Goo #12 0.e1 KU 20 1 I 16 - #14 General Lighting 23 24 Spare Spam 26 26 Span Spam 21 29 awe Spam 29 30 Spare PANEL 'A' LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) General Lighting l3, watts aq Pt) Small. Appliance. Circult(0 .......... ......... .......... RRaenfsg{ege.r.a..t.o.r........................................................................... .......................... Microwave,........ ........ I................ I... Dish Washer ...................................... Waser Crlothea, Dryer ................................................ ,Water, Heater, .............. Garage. Door. .OPener.................................... . .. 1135 3 1 C205 2 1,500 000 I 12,000 12 OOO I 1200 I 00 I 1.500 500 I_00 I 1.200 1 1.200 1.200 1 5,000 5,000 1 4500 4,500 1 810 810 Total Watts 35AI5 First 10000 Watts e100% 1 10,000 10,000 Remainder 25AI5 e40% 1 O 10.244 Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = I�0 Am s Elecftrical S mbol Legend $ single Pole switch ® Reuesaed Can Light Sj Double Pale switch Egarball Recessed s Push Button Switch _JCr Exhaust Fan -e D Outlet {� Coding Mounted Light Special Receptacle ♦ Wall Mounted Light aterpr ground fault cireat Light nth Pull Chan (attic) lelo r Duplex Outlet © Computer Connection Jack ® Carbon Manmade Detector 4& Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detects Ceding fan IR Television Jack ® Telephone Jack ,,cam c A/C Disconnect ® I x 4 Florescent, Light CO 2 x 4 Florescent Li ® speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN - THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: I/,V = I'-Oe FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE 1-2-19 APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With ul Grind 2" PVC Schedule 2' PVC Schedule 40 conduit ISO 40 conduit sleeve AMCP MCB Into attic MC B PANEL AHU PANEL AHU 200a rated meter can 200a rated meter can n Interaysten handing interegstem bonding Z" PVC (FPL 2„ PVC (FPL Termination point Termination pant schedule 80 schedule 80 2' rigid service FPL 2' rigid service FPL ground rods -- ---- • I ground rods LECTRICAL RISER ALTERNATE SERVICE E 3 TON SEE MANUAL 'J' and Energy Calculation for Unit Info FE PORCH 141 CFM IO)dOxl 141 CFM IO)dOx1 GREAT 141 CFM IOxlOx1 12W2)ddA0 r-w I, h 12' NMI GARAGE r----------------- 1 I I I I I I - Contractor shall use AL-CU Landing luga. NTS - Contractor shall use AL-CU Landing lugs. NTS I I - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I manufacturers recommendations which manufacturers recommendations which I I 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 from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before ordering. The contractor shall circuit routings to 2. Provide and weirs all required smoke E Carbon of period years provide Monoxide detectors. the date of acceptance or certificate of occupancg, or one suit the Job conditions. 3. Contractor to verifg location of electrical service and year 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 4. provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of ang or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that mall have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show everg minor detail 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the 1. Tamper resistant AFCi receptacles are required inn of construction. The contractor shall furnish and install largest conduit or pipe from ang other service. ALL rooms. all items for a complete electrical sgetem and provide all 9. A/Cy RRefrign runplihru/alabe mu�e�t 1b�2 proper requirements for the equipment to be placed In 23. All exposed wire below 9'-1' shall be Installed in metal EMT ccA��it lgineenthat1are conduit. sleeved inYVC� 11. All work shall be done in accordance with the N.E.C. and 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryger Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FSC RM1502 contractor, the completed agstem shall be fully operative. for -Tees, and telephone compang. 12. Contractor shall pag all permits, testing, and Inspections including blower testing where required. be 18. The electrical agstem shall be completely and effectnvaI I B 13. AII work shall coordinated with other trades to 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 now and shall bear underwriters' against the public liabnhtg and propertg damage for the labels where applicable. 124 CFM IOxIOXA (MASTER BEDROOM 124 CFM IOxIOxd 9 FM LOSE 8x4x4 50 CFM WASHER I]RYER LAUNDRY Ili CFM 12xGx1 SECOND BEDROOM 12B/ THIRD BEDROOM 110� II I I dFM 150 Amp Panel GOLF-C,ARTI GARAGE I I I I I I rn t Braden ArIAr, PA Architects - Planners 411 S.E. Coconut Avenue Tel : 1112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Vent thru Soffit WP GFCI Install owlet under disc. � not shown for Q clarity PORCH �*N K t '�' WP GFCI T A eTtA / / MASTER BEDROOM u® I % I I I I I �-- GREA_ � ROOM I I LOSET I L-- \ o \ ASHER DRYER I \\ \ LAUNDRY DINING I �` \ ROOM I TRY / I /o I 11 \ 1� I I I ITCIIHE�q I i 11 ®nncRR A%V' -� MIR VENT REF. U O 3OPENAR \ \ c L - - - GFCI GFCI - - W.H. GFCdk \ A/c #I 4 Steel Ballard / See detail on this sheet I iiVI r----- Attts xA com6. L -% T / I ( OPTIONAL PANEL / LOCATION / j� I\ SECOND I VEDROOM I THIRD ---BEDROOM GARAGE / \ / L � GrCdb / GFCI P \ r / ei� I 1 150 Amp GFCI / / \ GFCI Panel r--------®=------�--r----------i i Garage I \ Garage Door I I Door I Opener I \ I Opener I GOLF CART; FrontWire For � ; GARAGE Light I to ga'✓� �ghts GFCI I ost I GFCI Winne Building Corp. S ankh Lakes S. Lucie County Florida CA N WP GFCI ELECTRICAL F'LAN Post PhotoL�oll with SCALE: 1/4" = 1'-0" C P L L enter ost ngh between dmrerays Attic Ventinci Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn : Revisions I,# =4=j� 5-23-18 Garage floor slope and Drawn by: smoke detector revision c.c.u. Checked by: D.R.B. Sheet Comm # E Impact OF 5