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HomeMy WebLinkAboutBuilding PlansI Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. Sv crimp metal roofing attached to plywood neck using #9 woad screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.2 " ring spaced L o.c. at all laps and two staggered rows 12' o.c. Pie deck to trusses using attachment detail on this sheet A 5/8" thick light textured ,tucco on typical concrete 12 block construction SLOPE I 4 3 COVERED OPORCH -- — —— p — — — — — — — — — — — — — — — — ------- 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: II - I'—O' Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24 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 (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V c.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOP 0O-C"B4i9""Floor ...� .m., .a,.k• ,.s.., m... �. ...-., — — ,..,, — �.._ — .—. s,_-�'L,c_ —. — — — — — — — — 5/8" thick light textured `f stucco on typical concrete block construction SCALE: 1/4' - P—O' O ----------------- 5/8" thick x 8% cut " coral finished stucco bands 2" x 4" top plate II o 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at IL" o.c. base —board ---\ 11 11 / 2" x 4' P.T. bottom plate \ 4" concrete slab wrth ftbermesh OR L"xL' #10/10 wwM on L mil Viaqueen over clean compacted termite treated fill Interior Non —Bearing Partition Braden i BrAdoin A 5 ,�. �'�� Name budding Corp. Architect - Planner 411 S.E. Coconut Avenue HE j�� D Tel : (i12) 281-8258 ( �T I `t Fax : (112) 281-8283 Sppanish Lakes E—mail: bradenaal®comcast.net St. Lucie County Florida Stuwrt_ FL %4ggL 1tAAe_nf)iII Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood aeck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 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 la s and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roohng FL #11651.12 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 Pelt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spL aced " o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using8d earls. Substrate to be l9/32" CDX Plgwo6d nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 1111MIMIMIMI � 1=1ICI I[�� ICI ��■■���� ���I ItrlJ71 1 rm I CI FRONT ELEVATION / /1Y W-1" BEARIN ~ _s. REVIEWED FOR CODE COMPLIANT ST. LUCIE COUNT Q BOCC 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 Reaidential. Lth Edition and ASCE 1-10 for Wind Loading Building[ Design is: Enclosed Risk Category. II Wind Velocitg: IL5 mph ultimate Mean Root Height: IIII'—OO" Roof Pitch: 4.12 Internal PressureCoefficient- to -is Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Root End Zone: 3'-4■ Wind Speed: IL5 mph ultimate WIr1d Exposure Classification: C L21 x O.L = 0.12E Adjustment factor for Exposure Height ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+OAWL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.L/-32.L psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.6/-84.0 pet Components t Cladding Wall End Zone Width: 3'_4• Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pal Wall Zone: S. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Dom.+32.0/-40.3paf Shear Wells Considered for Structure? Yes Continuous Load Path Provided?Y Are Components an Cladding Det0 Provided? Yes ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _A1_ Pat FLOOR DEAD LOAD: oaf JOB A D D R E S F� m1�- < �kz � 5 Model: Date Drawn ,evisions : REAR Drawn w .>-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. FILE COPY Rod Zone I Walls Zone 4 Rod Zone 2 i)lalls Zone 5 ?=:ND ZONE = Corner Zones Roof Zone 3 �,omm . 15-15�B Impact I FLAN Recat top plate L"w x 3/8"d Counter top -verify typo FLOOR L A I � for steel support angle with contractor CRASH F O S T DETAIL see detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high bg 4" diameter proceeding with work. steel crash post. Floor Steel countertop support angle p 9 Flange with 4 - 3/6" Install L' from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail a minimum 1,400 P.S.i. fiber stress. et III o.c. °tom` 4. No dissimilar metals to touch. 6"01 1/2' drywall 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. 2%2" 2Y2" 2' x s' PT wood plate ALL Concrete used for vertical filled cells, cont. tie beams etc.. to /2" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord =a/e" V 0 z�," KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 4' 1. ALL wood in contact with concrete shall be pressure treated. 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 0 9. ALL plumbing fixtures to be low flow." 10. Contractor to Provide Drain at water heater in accordance I2 MASTER `'""` '. with the current edition of the Florida Plumbing Code. 1 12• �. BATH I �� II. Contractor to Provide a 2'-8" wide door at one bathroom for I T%. 'I 1�; ��• handicap accessrbilitg requirements. I LAVA I I �.e\ ��� "4eM , KITCHEN 12. Lowest finished floor to be set bg Governing Building Department 2" s'rz" It�vi �y/'I I LAUNDRY ' """ surveyor to set in field. �" �3. I 1 13° l 2" 4. 13. Separation between residence and garage shall be per FBC R302.6 L" 1 1 201 1 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door I .e J 2" 2° 2• �i Water Heater 3" soli- 2" 15. Wall and Ceding shall have a flame -spread classification of not greater than 200 per FBC RS02.9.1 Ti3 ,0, 22° 2" 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 3- BATH 82 Evionn 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation SANITARY RISER materials exposed on the underside of the roof deck or on the attic walls shall comply rite with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C%O, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5� pprywall Thicknew Location Orientation Framing Member Spacing Mawmum Max spacing or fasteners Nall ezin options for g installation of drywall into wood framing members 2" x min. thickness Nails Screws Yz Ceiling Perpendicular 24" 7' 12' 13ga 1 3/8' long with 19/L4" head 0.098' diameter x 1 1/4' long annular -ringed or 5d coder nail OR 0.080' dia. xx 1 3/8' long with 15/64' headR Walls Direction 1L' g• IL' Gppsum board nail 0.080 dia. x 1 5/8' with 9/32' head. Ceiling Perpendicular 24' 1• 12- 13ga 1 5/8 log with 19/L4' head OR 0.0980 diameter x 1 3/8' long annular -ringed or Ld coder nail OR 0.092' dia. xx 1 1/8' long with 1/4' head Walls Either Direction 11.2 8• 1L' OR Gypsum board nail 0.0915° dia. x 11/8° with 19/L4' head. 9. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6. A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall. crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingg smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2f. 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 (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Window Schedule Mark Size Roucih O en. Window Descrl tion PRESSURE ZONE I. 4'-5Ye"x 4'-1,'/a" 54%'x We' Single Hung ZONE 4 2. V-2 Ye"x 5'-3 Vie' 15' x 63 Y+' Seigle Hung ZONE 4 3. 2'-2' x V-2'/2" 21Y2"x 385e" Single Hung ZONE 4 4. 3'-1* x 5'-3%" 38' x 63'/4" 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 manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening_ Door Description PRESSURE ZONE A 9'-O' X 1'-0' loan x 84' Overhead Garage Door ZONE 4 B V-O' X L'-sn 41"A' x 83N" Inibarglaws Penal - Intoning ZONE 4 C L'-OM X V-8' 14' x 81 12" ,.bd Sliding Glass Door ZONE 4 D 2'-0' X V-8" Solid Core - Wood - 6-Panel-St-Fold Finulied 24' x 81 i2" E 2'-L" X V-8' Solid Care - Wood - L-Panel F 5'-0' X 6'-8' Solid Core - Wood - 6-11manel - Br-Foh! G 2'-en x L'-so x I Sabd Core Wood. Steil or Masorrte Door H V-8' X V-en Solid Core - Wood - L-Panel T-6' X L'-So Solid Core - Woad - 6-Penal - BrFand ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane anchor et each truss 12 Masonry Beam with (10) IOd x I I/2" nails PRE-ENGINEERED TRUSSES In x 6" P.T. Buck Walled to ( 24' ox.) suppporting Max 4 �- at 24"o.c. TYPICAL block with case hardened nails 18101ba. up i't (shop drawings by manufacturer) prior to door attachment Aluminum Drip - '-� R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/20 drywall with smooth finish 2' x L" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar coat. in each row. Substitute Kayean full o vent vimgI *atht installed precast lintel filled with concrete and (U #5 usri 1/8' the shank x 1.5° long gale. bar cunt. for bottom row over opening& roofing male with 3/8' din. head per product approval -see chart sheet s1 1/2" drywall over i" x furringg strips at IL" o.c. with R4.1 PI -foil _ insulation on typical an Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertaining ASTM codes, block construction ro Mortar to be Type "M" only proportioned per FBC RLO7.1 - and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 30" overlap Fill cell with concrete and #5 bar veil. w/ at each filled cell (U #5 bar veil. (tye. ax spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade . 4 IIII --- - " " 14 x 14 Concrete footing with (2) #5 bars Cont. and #5 TYPICALSECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Attach buck to block mall with 1/4' dia. Elco cone scree* with on. 1 1/4" penetration at 12' o.c. max and 4' max from each corner thru d n P two 2' x V T Buck aria 88 Wood straws tin jamb sits buck at each attachment We andd IS* &c. am end Detail at Door pnor to door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install endows thru buck into block with 3/IL' tap -eon with 1 1/2' prnetrati m at L' o.c. max fcw each comer and 20.' &a. sax chair br at M and 20' o.e. max. Exterior face at head end will per product approval of mall 5wdk to be r x 4' PT vane" I'x4' P.T. Buck nailed to Detail a t Windows rick wmh toes hardened nails prior to window attachment NTS Verifg attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/I6" tap -con with 3/8' thick L„ 1 1/2" penetration at 6' o.c. max steel bracket /from each corner and 20." o.c. max �[ thereafter at head per product approval 3" Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval i• x L' P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door p35'-O" 15'-3" 8'-IOY2" I 8'-IOY2"lie I Y2" ,'-i Y2„ 2 III.Ill.p0.I I I IL° o o e o N kblock 2JI.II 1 ° EGRESS ° 12" x 12" Concrete column K filled with concrete and 13'-111, p (2) #1 bars vert. tied Into lintels above Filled cell under ° r girder above PORCH ° WIRE LA UNGTUCCO 0 C IE 19'-91, a ° 3' q„ 16'-0" MASTER BEDROOM O - - vim a ti o o v o o ° e e " m w - � p� 8'-O" A.F.F. E Flat Ceding I a I I Yenitg to be O O 4 Y2"high 1 e 8'-O" to 9'-8" A F F H.B. v- I L'-4" 176 i ■' s MI NE M Rod t Shelr .T Vaulted Ceiling 4' 7 -3- - -1 J �� GREATS ROOM N �LOS T I- I Rod t Shelf 1 r 37 o - it ® 42" 9'-5°in 5'-3" z 1 LAUNDRY 1 to 9'-8" A.F.F Vaulted Ceiling HO i DINING �vanitg to be 34Y2'high 1) ROOM T counter tops to 13/8' thick steel 5,-3„ 11 v overhang wall 1.5 . 1 counter top supports in cn SECOND (I)BEDROOM 8'-O" A.F.F. Flat Ceiling r F i r a,n i THIRD BEDROOM r 8'-0' A.F.F. cc1 Flat Ceiling <r it N O � in ° R-11 Matta iirisnm Provide auto 150 Amp closer Panel r- - - - - - - - - - - - - - - - - � I I GOLF CART' °ry GARAGE io I I tops to I wall 1.5" - _ IOD it +41" high wall i OW 1 ° ° I KITCHEN I 8'-0" to 9'-e" A.F.F.__ c VaultCeiling m O id Upper cabinet& to iF - extend over Ref. I MICRO Rep. NON-v - NT I 1}" n Sir CLEAR OPENmi4 L m -7777,7- /� R-n set. Inriauon Provide auto L/ 2 `* WH• c over 4 v Steel Ballard See detail on this sheet W OFist 01 r 1 Q AxA5• I I on4as, � J -- - - - J11,8`0" Flat Ceiling In ' GARAG of Block wall in O ° MT ° ° /garage to be struck block r+ EMERGENCY EGRESS r-------------•---� I 1 I I 0 - I I I I I I I I ��■C L7■UC����❑o■0 _- _ Lod■00' e e I - n Masonry Wall I vz. Bottom Track Flooring Sill Install SGD thru buck into S I1 d i n g D o o r block with 3/I6" tap -con with I penetration at 6" max Detail fromom each corner and 20.." o.c. max thereafter at Jambs per product approvaljamb At Masonry Wall NTS Braden t Braden AIAm PA Wynne gurldrng Corp. Architects - Planners S.E. Coconut Avenue THE W! N D S O R RIBTelel (112) 281-8258 �I �✓ Fax : (112) 2 81-8283 S anish Lakes E-marl: bradenara comcast. net g Lucie Count Florida A*,k.r* 1=1 9.stctgL se®rnnnna0 a QU u� Nb IL H.B. CODE ST. LI O Square Footage Breakdown Total A/C Space = 1.153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Date Drawn : Revisions : Sheet Comm REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn bg: 2. 15-159B RIGHT C.C.U. Checked bg: impact of 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 2,600 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. 7, GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON fi`LAN 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER iN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. i. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from (.'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for, any other condition used. Foundation walls shall have filled cells at 24'o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 114" = I'—O" FOOTING SCHEDULE Mark Brae Description I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 146D MONOLITHIC FOOTING - 4" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®140W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a O'-O" L 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" overlap ECT ONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ZI I�Illlli� 14"w x 14"d concrete monolithic 'Footing with (2) #5 bars Cont. 14" F I / TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR 611xd" #10/10 WWM on 10 mill Vrsqueen over clean compacted termite treated fill #5 bar cont. :a ,r 10" (2) #5 bars cost. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN scALP 1/2" = 1'-e)" 12' x 12' concrete column block filled with concrete and (2) a9 bars vert. tied into lintela above Top of footer IL" below finished floor_ Verify house slab height in field V' SCALE 1/2" = 1'-0" 45 bar Vert. w/ 30' overlap at each filled call SEE TYPICAL ECTIONS Ad,lust curb height based on gar. floor 4" concrete slab with fibermesh OR slope Vxb" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" ® F.F. Grade E a — "II I III —Ili 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" x., I„ �30 x30,I xl6„ concrete - column footing with (4) #5 bars each way SCALE 1/2" = 1'-011 E CURB DETAIL 4" concrete slab with fibermesh OR 688x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 101, (2) #5 bars cant. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 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 J�'1' CJ IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location • S• r r sv t Double Filled Cell Column Single Filled Cell Column NTS NTS 0 I r O i o- I 3512' x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied Into lintels above 8'-10)2° I Io'-off d) N\: I- Loil I I IUIA1 I I I I I I I o 0 0 ---------- i — L_J® L* FI I O Filled cell under 24" ° r girder above I©j I J Rear Porch Slab to O - I r be poured separately 1 lu I r�l ° from House Slab. O_ O N till Thicken footing to ° I 24"w x 14"d x 24"L I under filled cell ° under girder bearing. I ° ° ., L _ 9 s m rI Fi Rear Patio/Slab to FI 1 be flush with bottom of sliding door recess. Slope I" I ° ° I' 1 t- ° 1 a F- _� I A IC 4" concrete slab with fibermesh OR ° 6"x(V 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I WP o I° DRYER ASHER I� II I I r- I ° It- I I` I r- FI I I I I I° DW I I I I° F 4" concrete slab with fibermesh OR I 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I MICROWAVE RlP. NON—VlNT I Ea' CLlAR ° OPENING 1117 O O I I I 4"a Steel Ballard ° Sot detail on this sheet I F1#_ )U11 I 1:N l I I IL I I I© W I II a I FI I I J F5 L— F6------ r — — —— — 4 to I ° two — ---®— N of I I O �I4 step I I ° LU I i� �- i 13'-O ® I 13'-O" I — — o 6,_4„ ° ° ° 1.5" Recess for ° O ° — — a ° O O 1.5" Recess for ° 00 arage Door (tjr Uarage Uoor T-8" 91-0„ 21_131, C-411 2'-8„ 91-01, 2,-8„ Braden t Braden AIAt PA Wgnrle Suildincl Corp. Architects - Planners TelS.E. Coconut Avenue THE I I I j j�� D S O R Tel (112) 281-8258 w I ' `� +-� �✓ Fax : (1-12) 2 ®7-8283 5pankh Lakes E-marl: bradenara comcast. net Si. Lucie Count Florida Atnoirr 1=1 'AAggL itAAr`nnnn'A) Ulu QU n� cNc z H.B. N 0 i 6 REVIEWED F< CODE COMPLY ST. LUCIE C U Date Drawn : Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. FILE Sheet Comm # 31 15-159B impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" B. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws basqrd on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 411 6 to8d ring shank 45 psf Zone 2 4 of4" 8d ring shank 16 par Zone 3 1 of I It8d ring shank 84 psf ** Zone 3a L" L" #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 Rebar to Lintel C Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. X�_ Provide Cast -Crete SUS-OB/OT precast -- - - - - hntal set in mortar Min. e' Bearing -- -- --- "x 12" nn Block Rebdr 48 Bar Dia. Min. Overlap AttaChment BEAM SCHEDULE Mark Size and Descripition Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a 10' min. lap at top bar. O O l- FLAN Provide #5 bar set in pre -cast lintel into beam where length of Scale : 1/2" = i'-o" the opening calls for it. — Overhangs at 1'-0" unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet _ — Truss shop drawings to be provided by manufacturer T� — Any changes to this plan shall be submitted to the ovide PT Buck .ached par Jamb cola into filled a 4" Pre -cast Sill 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 Peered Filled Cell Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction " . Provide #5 bars with min. 48 bar 1. i i) iandl overlap in filled cell. Tie I illecell steel into continuous Pooter steal. cV •1 �i '' E ,I,i Q ' I Concrete Footing W (see footer schedule far exact lazes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS N 2 4" k v to veil leg of a om nimb Pod x L5 role at 4' ac. � X w�e� 2 � � thnaddeedTrod rru 12' rato wet beam and (22) IOd nails alto truce 'ic INU c w� �w na- ga W bga a� Q TRUSS BLOCKING DETAIL U do ° W AT GIRDER STRAPPING aar � EC: — AT CENTER BEARING POINT `�" N NTS i 1/8" thick light textured stucco installed per ASTM C 921 over ASTM D type 2 pa er backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 Pelt paper using Sd nails. Substrate to be 19/32" CDX Plywood nailed at L' o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced to" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel 5 bs Lintel Bar Clear "Ali uBn aar Length Length Span Bars Bars _:- <: r l CLEAR 9 9 p 2'-10" 2'-8" I'-4" 2,43 none 3'-4" 3'-4" 2'-2" 2,43 none SPS-OBAT SP8-1115/1T SIS-I15/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #5 bars CLEAN.', , ,., 4'_C 4'-4" 3'-2" 2,#3 none ;.: no Row of 'N" y, . Block Above ;•ti, -":� 5'-4" 5'-2" 4'-0" 2,43 none none r Precast Lintel r '•:. R ' 1 2,44 none r Addition " r a5 bars `r 7'-O" 4'-2" 2,45 none 8FK-w3/IT BFIL-18/2T 8'-4"' �'-10" �'-O" 2,#5 none NOTES: I. min. coverage of steel=1.5' 2. min. bearing required a ea. end-S" ALL reinforcing steel is grade 40. a. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE ndor Illior off 1 Csst-Crete f Above BottomSine Mark UnitW 4 Steal am) pip) dt L22 2'-2' V-V �88-OB/IT 1 26 3069 Sig 1024 L31 _e•" 4'-0' OP8-00/IT 1 85 2661 1363 its : L45 4'-V 5'-10' ffFe-OB/IT 1 s5 IIOS 109 331 L50 6'-00 V-6' GP8-06/IT I s6 r23a 836 121 L60 i'-Se 1'-V 8118-08/IT I s5 IOw 121 534 LSO V-O' Y-4' 81a8-lB/2T 1 89 2 85 152 511 912 L10 1'-0' 10'-(,' 8PS-18/7T 1 $5 2 s5 643 530 401 L1O8 9'-0" 10'-i' 815I6-18/2T ONE 1 85 2 s6 "a 1183 401 11.I00 10'-0" II'-4' 1111"8-115/ZT 1 IS 2 si 592 494 462 1.10015 10'-0' 1 II'-4' 8P16-ID/2T ONE 1 85 1 2 $6 r36i 1028 452 L120 17-00 13'-40 8PS-18/2T 1 si 2 86 411 428 324 L1200 12'-�O/�" IV-4' $P1i-18/2T ONE 1 $5 2 si 1016 -no 324 LI40 W-08 B'-4" SPIL-18/2T ONE I IS 2 s5 1250 L01 254 LWO IL'-04 11'-4' OPS-IB/ZT 1 85 Z $9 300 M2 1`14 LILOB IL'-O' 11'-49 1 SPIL-18/2T ONE r-I l $5 2 $5 160 600 194 — - 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 hurric ne anchor at each trues with (i0) IOd x 11/2' nails - ( 24' lac.) supportrng Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x V Sub-Faaci Kagcan full at vent vinyl soffit installed wan 1/8' die shank x 1.5' long gaiv. rzung nails with 3/8' 6a. head per product approval — see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) al bars wart. tie into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top o Pooter IL" be ow finished floor ee B 12 4 on into Aluminum Drip - Edge it Fascia Flash and Counter Plash Nail ledger to gable and truss with (2) IOd " �As at each web membsn 3/Y penetratwn 5/8" thick light textured stucco on tropical 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 race". Step per foundation plan — Slope per foundation plan Brace Gable end with 2' x 4' SYP #2 Slit back nailed to bottom of top chords using (2) IOi nails at each truss PRE-ENGINEERED WOOD TRUSSES e 2.4"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord or trusses I/2' drwwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cost. for bottom row over openings 1/2" drgwall over IN x furring --strips at IL" o.c. with R4.1 pi -foil insulation on tropical 8" Block walls All drgwall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. io Mortar to be Type "M" onlgg propportioned __Der FBC R601.1 and Mortar joints shall comply wifh FBC Lo1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). ax. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VA." #10/10 WWM on L mil Visqueen over / clean compacted termite treated Pill 1=1 - at Front Fort Scale : 1/2" = 1'-0" LV W Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 dia. into beam threaded rod with min 12" embec either wet set or in epoxg with ( 24" O.C.) supporting 1810 lbs. uplift Max. HETA 20 (22) IOd /truss leg nails into per detail truss. Add blocking to on this sheet 'PAM Arm PAN FA WE WA001 MWE 11 VA M IPA 1=0 will MA I IN IMA E Malawi 0 EWA �A NO WA 01 VAA WA A WE WA A, WA VAA 0 PA W, I I FA VA I! Gulf Coast Supplil. and MFG 5v Crimp Metal rzz 2f go. 5v crimp metal roofing attached to plillwo, iu�.Td­ screws astir "Of seAh7a wamier at _t2"_b_Z:_r a FAM ENO tt BI AN HETA 20 Slmpsan HETA 20 provide for putter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA 20 IQ REVIEWED FOH W ODE COMPLIANCE ST. LUCIE COUNTY' BOCC 1-2-19 Opt. PATIO/SLAB PANEL "A" Pala DR Load Wre Downptan MCI mcsI Deaanpaan Wire Lead DR Poles 1 20 1.2 its 812 Rerngerater I Rangy #L 12.0 Its 60 2 1 20 1.2 its 812 Ciothea Washer 3 1 20 L6 km 912 Kitchen S.A.C. 6 6 Dr er #10 6.0 km 30 2 1 20 1.6 kw #12 Kitchen S.A.C. I e 1 20 - $12 Sathream Recepta 9 10 Ar CarAmintor #10 6.0 Its 30 2 1 20 1.2 ks 812 Diali.aaler 11 12 1 20 1.2 ke $12 Micraseve 13 14 1 Ar Wandler 810 5.0 its 30 2 1 15 - #14 General Wightmg 16 It. li - #14 General Lighting 11 16 WH #10 9.0 ks 26 2 1 is - #14 General Lighting 19 20 I I6 - 614 General Lighting 21 22 GDO 812 0.81 KC 20 1 1 16 - #14 General Lighting 23 24 $We Spare 25 26 Spare Span 1 21 1 28 1 Spore Span 1 29 1 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description city. I Watts Total(Watts) small, Applmnee, Cireuit(s> Rangq .......... Refrigerator ................................... ..,............................... Dish Washer ...................................................... .4r>yI.................... CCMillcoorttohhweoa•sv,. wDe .Water, Heater ............................................... Garage,Door,Opener......... .............................. 1135 3 saos 2 1,500 3.000 1 12.000 12,000 1 1200 1 00 1 ISOO 00 I 1.200 00 1 1200 1200 I 5000I 5000 I 4,500 4,500 I 810 810 Total Watts 35.L13 First 10000 Watts e100% 1 10.000 10,000 Remainder 25AI5 940% 1 O 10.24E Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Load Watts 30.24E Voltage 240 Calculated Wattage Divided by Voltage= Total Amp 126.02 Ida nei _"!L& Required a 150 Am s Electrical S mbol LP,c S Single Pole Bench ® Recessed Can Light Ss Double Pde Stitch ® Eyeball Recessed e Push Button Switch .St Exhaust Fan Duplex Outlet Calling Mounted Light -® Sp"al Receptacle ♦ Wall "via" Light aterpr !n fault arcwt Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connecuon Jack ® Carbon Monoxide Detector Flood Light T Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack a oeo A/C Disconnect I x 4 Plareseent Light ® 12 x 4 Florescent Light ® ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be Installed per NFPA requirements. 1. Tamper resistant AFC( receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comp) w/ FBC RMIL02 9. AEG Refri lines that are run thru slabs must be sleeved r t In 10. ALL A/C (Equipment shall comply with energy calculation II. All Work shall be performed by a licensed electrical contractor, the coin I4Itad stem shall be full operative. 12. Contractor shall pay for all cars, permits, testing, and ZIP including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the 124 CPM IOxlOx6 MASTER' BEDROOM 124 CPM IOWOx4 J B/A IiB2/AO �J 141 CPM 1OxlOx1 PORCH 14'1 CPM IOx1Ox1 9 CFM I ' I I REATI ROOM LOSET I 8 o I sF crm - - - - DRYER ASHER I LAUNDRY Lax4X4 I 141 CPM 12' IOful o I IL CPM I DINING 8x4x4 ROOM 12x12x8 rJ-, I B/A `L ° 1 DW Ill CPM 12xAx1 SECOND BEDROOM MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" nI ova 140 KITCHEN 20x2O i R7pA1 T MCLFiAltelp�%L - Ox6 I MICROWAVE NON -VENT i i12xl2xS -1 THIRD 4"* Steel Ballard BEDROOM See detail on this �t with light oilIGARAGE 150 Amp Panel r GO ----- �- - T 1 r ----------------- GARAGE 1 I I I 1 I I I I I I I I I I I I I I 1 I 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the conditions. year from closing sole of house. ,lob Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of Installation that mag have been damaged. IL. It is not the intent of these plans to show every minor detail 22• All racewags and pipes placed in or through ang concrete of construction. The contractor shall furnish and install slab &hall be spaced a minimum of three diameters of the all items for a complete electrical agatem and provide all largest conduit or pipe from ang other service. the requirements necessary for the equipment to be placed in proper working order. 23. All a ose�l wire below 9'-I" shall be xP Installed 1n metal EMT 11. All work shall be done in accordance with the N.E.C. and conduct. shall comply with all local codes and ordinances, and shall local 24. Dryer Vents to be installed per most all standard requirements of the electric utility FBC RMI502 and telephone company. 18. The electrical system shall be completely and effectively 0 19. grounded as required bg the latest edition of the N.E.G. All material shall be new and shall bear underwriters' labels where applicable.' on It Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 3 TON SEE MANUAL 'Ja and Energy Calculation for Um into Install oulet under disc, - not shown for clarity MASTER BEDROOM A#/I C ,' PORCH \ WP GFCI \ -- I Q u I � I I I I I GREAT ROOM I ®I /I / I � / I ' I DINING ROOM I � ai) I \\ I I �. Fcl � �AI � I l GFCI e-i 1 i I C.M. Detector on[ per FBC R314.3 tT�HEi 1 I ® ��p�p� j RE# /� NON_V&vI! / d $M CLlAR O CI % ENING J - t - GFCIIt GFCI / FCI - � 4"ilt Steel Selland Ne Sae detail on this sheet F 40 i $ r_x �6 -_, - Access .LJI i - aOATPANEL CION Q S i 0 FCI // _L \` G A R A G E Z GFCI �\ 150 Amp \ Panel GFCI \ \ \ ` GFCI r--------®- v / r--------------i Garage �` / Garage Door I �uw / I Door 1 Opener 1 a 1 Opener 1 GOLF CART, .91 GARAGE GFQ I I GFCI to galrage lights I I ELECTRICAL FLAN -----, Post Light with SCALE: 1/-4 = 1'-0" Photo Cell Center Post Light DRYER A LAUNDRY IL hm �T SECOND BEDROOM/ I r / 1 THIRD BEDROOI,'I--- r Attic Ventina Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft, required Provide A Continuous Vented Soffit M Wynne Building Corp. S anish Lakes S . Lucie Countg Florida between dnvewags REVIE CODE Mrg ST. LUCIE CO" 1301" FILE COPY it Wire For Front Post Light r Date Drawn Revisions Sheep. �1_7mn k' 3-28-18 5-23-I8 Garage floor slope and kREAR Drawn bg: smoke detector revision PORCH -I 16-1598 RIGHT Checked bg: Impact D.R.B. e)F 6