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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp IT roofing attached to plywood deck using 119 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end 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 deck to trusses using attachment detail nn tinm s6AAr 5/d" thick cut coral II II I \ / /� coral finished stucco bands finished stucco bands RIG 1� T E L E Y /4 T I O Ill 12" 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 underlayment installed with min. 4' side laps and 6" end 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 deck to trusses using attachment detail on this sheet loor ELEV/47C 1 NCTP--5: Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 4II651.12 26 ga. 5v crimp metal roofing attached to plywood deck using it9 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 6" end 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 deck to trusses using attachment detail on this sheet �/ v uni�n �uu Zvi al STUCCO on typical concrete finished stucco bands block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. — Return ALL Stucco Bands Into Window or Door. 5/8" thick x 8"w cut ® . 3 coral finished stucco bands 3 r� \ 5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — - LEFT ELEVATION SCALE: 1/4" = 1'-0" a Z 5/8" thick x 8"w cut --- cord[ finished stucco bands 12 SLOPE SCALE: 1/4" = I'—O" Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 411951.12 26 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 underlayment installed with min. 4' side laps and 6" end 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 deck to trusses using attachment detail on this sheet I�II�II�III�I ICI ICI �ICD71 II�V I�I 11�4 II�P ILL -0'-4" A.F.F. 5/8" thick light textured -Iii PtAiiW. , stucco on typical concrete qAQuiBJUEGTT°..Pyy jppCT10HAT block construction �p �w T ELEV,470N 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 16" O.C. base —board � II II i 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—Bearina Partition Braden it Braden ,AIA, FA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mall: bradenala5comcast.net Stuart, FL 34994 #AACOO0032 nTS ED%SWAMOt4�1T� E AWECO REV WIII O THE MGM SERM15E-TaEA9AVJ REQUIRED pJLty�OCC p�UMOM���gEaen�— ST. LUC'.F 117 UN�P1 T. „rN'r nr"cTON REVIEWED FOR C I�NC£ REVIE:LiD ' DATE PL N ; . EA OiIT MUST 9E KEPT ON JOB OR SO :NSPECTION'WILL DENUDE. Wwnne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida /8" thick x 8"w cut oral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: bt Edi Ion and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk ategory: Wind Velocity: 165 mph ultimate Mean Roof Height: II'-0" Roof Pitch:4.12 Internal Pressure Coefficient: ±O-Ig Subjilil l6ty to damage from: Weathering: Negligible Termites: Veru Hal Width of Roof End Zone: 3'- " Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.6WL; 0.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: ­1-5 psf FLOOR DEAD LOAD:10 psf TO E8% TCH 2:12 E�] = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRF-SS: LOn(-Q'S C Date Drawn Revisions Sheet Comm # 12-4-17 3-1-18 Plan Review Revis GARAGE Drawn by: a 1 r l t on LEFT C.c.U. I. 12 - 2� Checked by: D.RZ B. OF 5 FLOOR FLAN Il� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to Ste high by 4° diameter steel crash post. Floor proceeding with work- Flange with 4 - 3/8" 2- Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t So ksi steel plate) a minimum 1AOO P.S,I. fiber stress. `" 4. No dissimilar metals to touch. 2%" 2%" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete, ALL Concrete used for vertical filled cells, cont. tie beams etc-. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix <3/8° ° 2%2" 6. Drywall at ceilings shall be leveled and attached to bottom chord 141, �_J of trusses with screws per FBC R102.3.5. 2%'" o 1. ALL wood in contact with concrete shall be pressure treated, 0 S. 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 2y," 2%, handicap accessibility requirements- %," %,. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field, 13. Separation between residence and garage shall be per FBC R302.( 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 er FBC R302.9.1 16- Wall and ceiling finishes shall have a smoke -developed Index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R31( - see permit info box of code edition 18. Gsum board material shall conform to ASTM C36, I C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing p s of fasteners Nail sizing options for Installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 2,4" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 Walls Either I6" 81,I6° 0.080" diaOR 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / Walls Either I6" 8' 16" 0.092" dia- xR 11/8" long with Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at (." o.c. max, from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru 4108.6, A108.1, A118.1, A118.3, A136_I 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 accompanying -smoke developed index not to exceed 450 when tested in accordance with 4STM E 84- insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #114SIJ2 26 ga. Sv 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 1)(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 spaced 6" 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 hurricane anchor at each truss 12 with (10) lad x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 18101ba. at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cost. in each row. Substitute Kaycan full a vent vinyl soffit installed precast lintel filled with concrete and (1) #S bar cant. for bottom row over openings using 1/8" dia shank x 15" long galv. roof mg nails with 3/8" dia. head per product approval - see chart sheet III 1/2" dr wall over 1" x furringg Pit strips au 1C o.c, with R4.1 -foil -insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stuccand on oconstruct shall meet all pertaining ASTM codes. "M" block construction co Mortar to be Type or lg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas I showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (D #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with ribermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over . / clean compacted termite treated rill Grade I i I11I I III I I I I-1111= I- I I1 11 i i 14" x 14" Concrete footing 14" with (2) #5 bare cont. and #5 T Y � I C A L SECT 10 IN transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam N.T.S. Head fixed door sliding door 1 1/2" Bottom Track I Sill Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq" ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR JIL I I I 21' VTR Master f�� IL Bath 1 s• h rl Z' Lr i Lev. ,• 1 2" VTR W.C. J� 3' Z' 3' / Shur. Kit. sink I Kitchen Z I I Lay. 3' W.C. Bath #2 Sher. 3" C.O. To Septic PLUMBiNGrt RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry wall cal Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approvaIjamb UJIndow Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5Ya'x 5'-3%" 54%"x 63%4' Single Hung ZONE 4 2• 6'-2Ye"x 5'-3 %' 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2,, 21Y2"x 38%" Single Hung ZONE 4 4. 4'-5Y8'x 4'-2%s" 1 54Y8"x 51%" 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 by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening I Door Description PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %;k 83%" 1 Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %' d°; a%ton Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X (.'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction 34'-O" 14'-0" 9'-6" 12;' 8'-6" 112" °" EGRESS 0 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above O Covered Porch ° o - a- 12'-8" O O O N 00 O O ° 1 31 1 1 1 0 OO 4° O c E MASTER 1 U 0 BEDROOM rik 8'-0" tol 9'-8" A.F.FOD . w � w ~LLin 8'-O" A.F.F. Vaulte Ceiling o Flat Ceiling o o GREAT Ro�M _ G N 1 0 Rod & helf 6'-0" H.B- Vanity to be I 1 s 1 r r+ 34 yz„hip a 1 N N 1 O CL O 1 0 2" x 6" knee -wall 8'-0" to 9'-8" A.F.F. �- J W below counter rr r 1 top 1 Vaulted Ceiling 1 1 DiNING _ _ Is" - J LIKEN CABINE Rod t Shelf 8 ROOM ® 03 �'�� ��' 1 Vanity O W ,4TH e to be H �� 1 34 Yz high " 1 High N ° Wall 1 K I T C H E l� 3-e„ a 'q- Vent Dryer through wall t - _ I-I/2" - Nil I - - 8'-O" A.F.F. (ver-hang O[V - Flat Ceilingo " 0 1 6'-O 0'-5" 4'-I" 0 UJ B ------ > pper cabinets to D O extend over Ref. 411- 2" filler 1 iv I 1 E ef. o E" BATH Or ening - - - Ya`� - i Rod t Shelf O 0 0 o A/C R-II Batb nwletian '/� - N W H N 1 ® 'V - i # 4"4 Steel Ballard See detail eL on v I I�" B1 W � cn 22" x 54" in Provide auto Attic Access :3F I closer with light 22" _ _ 8'-O" A.F.F. Flat Ceding3 GO Amp 4" sip -I Meter Panel o 6'-0°00 © SECOND � m GARAGE E RGEN Y BEDROOM -1 EGRESS A.F.F. 00 MT QQ OFlat Ceiling r ry N I ° F 0, O O o O r-----------------1 EGRESS 0 I Block wall in l garage to be I = ° 0000 struck block l I _ c VER 1) 12" x 12" concrete olumnO block filled ORC with concrete and (2) 1 bars vert. tie O into lintels above Cn I 6' 2" I A ° o 0 Lailoll 1100 192 1N 00 3'-5" 9'-0" 3'-5" 2'-B" 2'-B" 4'_2„ 5'-4" Install windows 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 jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall - / \ Buck to be I" x 4" PT x4" P.T. Buck nailed to I" lock with case hardened nails D e t a i I at Uji n d OW S prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior race Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at L)oor A b crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Braden t Braden AI A, Pro Wgnne Building Corp. Date Drawn : Revisions Sheet Comm # Architects - Planners 5-9-11 411 S.E. Coconut Avenue h r a n d Carlton EFT GAE Drawn by: Tel : (112) 281-8258 - C.C.U. 2, 12 - 2 So Fax : (712) 281-8283 E-mail: bradenaia8comcast.net Spanish Lakes Checked by: St Stuart- FL S499L #AACOOOOS2 . Lucre County Florida D.R.B. OF 5 .� I IN,li� I l�f IN" /-rtJ— I\l/ I L_-J" 1• 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 9S% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 FGLAD/470N FL/4N 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) = PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL, II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE, 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, 14, USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15, ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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.... S. 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'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to `1—II" and Provide (3) filled cells on each side of openings from 10'—O" 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 �0, meeting ASTM A—l6 and A-35 Specifications. ALL Anchors to be A-301 steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar vert. w/ 30" overlap SEE ECTIONS AL at each filled cell 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade —III 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 3' 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over Clean compacted termite treated fill 45 bar cont. Step per Q foundation plan ry r r 0" (2) #5 bars cont. bottom steel 12" = 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Top of footer IC' below finished floor 1 n, i Verify house slab height in field 30"x30"xIC concrete column footing with (4) 45 bars each way fE 3O COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE w 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. U5 bar in curb \ SCALE: 114" = I'-O" 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. 4" concrete slab with fibermesh OR 6'xd' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SLAB EDGE DETAIL SCALE 1/2" --,,SEE TYPICAL 4,__-SECTIONS 9" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill O'-0" F.F. --111l- III I I 14"w x 14"d concrete monolithic 3 footing with (2) 45 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED 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 Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 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, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 OB E-mail: bradenaiaEDcomcast.net Stuart, -FL 34996 #AAC000032 IL on on 20'-0" oo iioo oL ° T r- - - - - - - - - - — — — — — — — — 8 a I _ J F4 — �L_I ° J I Filled cell under FI girder above 24° I C I o 1<4 J Rear Patio/Slab r I r J to be poured separate 0 O I from the house slab. -d F4 I �I m I Thicken footing to 24"w x 14"d x 24"L I FI under filled cell O a under girder bearing. I OO 0 L Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I I 32'-8" --————— — — — — mu FI I I° I F- I h— I II I :- IQ FI I� B. 4" concrete slab with fiber esh OR I O 0 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite tr ated fill I FI I I I i I . V ° I o of I =��Io la a off — I 4"� Steel Ballard felled w/ Concrete ® :W OIF5 �O= I I OI o�` I I�IQI I �n I I s E+ I E _ ` Q� I L_ 3 109 -i -,I o ��a I ° „o o - I I o cv IF5 um W n I IC I I F- I I'- FI O Cl) I V I FI I I I I I I I I \ FI I O Iun L — F5 Recess for _ _ _ _ F� OLD nr°l Garage Door nr7 - . ----------- 3'-5" 1 9'-0" Wgnne Building Corp. Th& Grand Carlton Spanish Lakes St. Lucie County Florida o J� F 6'-2° II'-6" 6' 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above FOOTING SCHEDULE Mark Size Description FI A"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 1*5 BARS CONTINUOUS 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 x 1 F5 t With With Curb at Garage FOOTING WITH Of 2 #5 BARS CONTINUOUS - CURB 0'-0" Date Drawn Revisions 12-4-11 3-1-18 Plan Review Revis GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Sheet 2). OF 5 Comm # 12-2� Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. t\ Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet „ ( 2"4 o.c.) HETA 20 1810 supporting Max. PP 9 lbs. uplift ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for rooT stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I L" L'x 8d ring shank 45 psf Zone 2 4" L" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a I L" C #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Concrete 12"x 12" / Lintel Column Block 7 Rebar Rebar 48 Bar Die. Mln. Overlap Column to LIntel Attachment NTS Provide Cast -Crete - 8U8-OB/OT precast - lintel set in mortar Min. 8" Bearing - Provide PT Buck attached per jamb letails into filled ci 4" Pre -cast Sill \ Filled Cell Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) 10d nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field \` and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 26 ga. Sv 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 6" 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 `\ Additional Precast Lintel _ #5 bars - Lintel Bar Clear n �i A o It B ' Length Length Span Bars Bars Is•'•''.� ;� 9 r r�.:, 7 :. 7 CLEAR 2'-0" 2'-8" 1'-C 2.33 more I I I 1 I 1.. :' 1 `----' 'L ---- y '• ---- '' 3'-C 3'-4" 2'-2" 2,#3 more BPS-OBAT BPS-IBAT 8FB-8/2T Additional 4'-O" 3'-101, 2'-8" 2,43 none #5 bare CLEAR :.;fir?'!` 4'-6" 4'-4" 3'-2" 2,#3 none One Row or "H" Block Above 5'-4" 5'-2" 4'-0" 2,#3 none 5'-101, 5'-81, 4'-6" 2,94 none '"° Precast Lintel I'' '- `;.?. Additional"`5' 2.1*4 none #5 bare �__'__y 1'-6" 7'-0" 6'-2" 2,45 none 91"I6-115AT BFIL-IB/2T 81-41, 1'-101, 1'-01, 2,36 none NOTES: ALL reinforcing steel Is grade 60. I. m1n. coverage of steel=1.5" 2. min. bearing required a ea. end=8" S. standard for reinf, steel=ASTM Ae.15 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steal S'� Max. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 X-2' 3'-L" BF8-OBAT 1 #5 30L9 1549 1024 L31 2'-L" 2'-B" 3'-1" 4'-0' BFB-OBAT 1 #5 2541 1363 71.3 L45 4'-5' 5'-10" BFB-OBAT 1 #5 1105 909 339 L50 5'-O" L'-V 8F8-OBAT 1 #5 1238 835 121 LLO 4'-8" T-0 8F8-OBAT I #5 1011 '12-1 534 LBO 8'-O' T-4" 8F8-I13/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-L' BPS-IB/2T 1 #5 2 #5 643 530 401 L90B 9'-O" 10'-L" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-O" II'-4" 191=8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0' 11'-4" BFIL-8/2T ONE I 1 #5 1 2 #5 136L 1028 452 LI20 12'-O" 13'-4" BPS-IS/2T 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 1 TIO 324 1_I40 14'-O" 15'-4" BFI6-IB/2T ONE 1 #5 2 #5 1 1250 1 L09 259 LILO I4'-0' I1'-4" BPS-IB/2T 1 #5 2 #5 300 192 194 L160B IL' -Om IT-4" BFIL-IB/2T ONE 1 #5 2 tt5 I also 500 i94 - 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 M'-O" LONG ARE TO BE PRESTRESSED. It Simpaon HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. IBIOIba. uplift Aluminum Drip — Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full a vent vxngl soffit installed using 1/e dia shank x 15" long gals. roofing naxla with 3/8" dia. head per product approval - ace chart sheet al 12" x 12" concrete column block filled with concrete and (2) #1 bar& vert. tied--- into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of footer 14" below finished floor v 12 4 into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web hi -rib lath vertical wood L to provide ration into 3/4" penetration members 5/8" thick light textured stucco on tgpical 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. Poured Cox concrete b Poured Concrete concrete block u Concrete f Manufacture chore Per Specs lax. Flush Mounted Shutter Detail Aluminum Panel Saes per manufacturer — see Tuaxcal stud Detail Vs" x 3/32' Wing Nut w/ appropriate washer and spacing v per manufacturer's Details C m 1915" q, Stud Detail Stud w/ Die Cast Zinc Mrs Nickel Plated Wing Nut v,. nts Brace Gable end with 2" x 4" SYP tt2 8ft back nailed to bottom of top chords using (2) 10d nails at each truss PRE -ENGINEER IED WOOD TRUSSES 5 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 0 A F_ in e) � X L 19 L O� up C4 L � Q O 1 a 2 Ul L O 10 U u) p O Ems, 0D O u N " L � dL L ul lJT.1 Brace Gable end with 2" x 4" SYP tt2 min. eft back nailed to bottom — of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #S bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 frfoil insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. D Mortar to be Type "M" onlygproportioned per FBC RLO1.I and Mortar joints shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) r INA 1rZ AMA Air 0 I FAN ERWAirAffiAll End. WOE ME i I 0 a AV, 0 VIA I 'AWANAN, WAN P WA MAN AN VA M, I I t fr7A , "'I" JVrA rJA EAM F IN is Eli 1 Gulf Coast Sut)DILI wood screws with &Z g attachment detai on this sheet ME rt, r Mile FIII cell with concrete and-_�ffl US bar vert. Itgpical). ROOF 48" unless notherwise noted g shall not exceed Base see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET / spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET VxV #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 =1I IIIIIIIIII IIIIIIIIIIII—IIIIIIII—IIII =1—I1 1 1, 11 IIII,, ,.IIII=1 I I11 I �{ 11 1- Fl IIII. IIII11111�111111i1111x 3 TQplcal Section at Front O " W 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 Forcil — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE V" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION File Copy PANEL "A'i circ# Description wire Load BR Poles Poles BR Load Wire Description circ# 2 q0 1.0 kw #8 A/C comp 1 2 AHU #o 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. we HTR 5 L Range #L 12.0 kw 50 2 1 8 1 20 1.8 kw #12 Pump 9 10 Dri4ar #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 14 Refrigerator 212 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts 412 20 1 I 20 1.5 kw tt12 Kitchen S.A_C. 19 20 Recepts $12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 I 20 1.92 kw #12 21 28 Recepts 212 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 412 Smoke Detectors 31 38 General Lighting #12 20 I t2o 412 Bathroom GFI 39 40 General Lighting ttl2 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) ....mall.... ....!iance, C rcult(s)................ ........ ....... Range .................. .................. ........ ....... Refrigerator.._„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ..... . Microwave..................................................... Dlsh. Washer Clothes„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,, ,,,,,, Clothes, .Dryer .... . .. . .......... . ............................. Water Heater ................................................... ....... Water. ................................................... Garage Door Opener. ................................. 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 I L200 1,200 1 1,600 1,500 I 1,200 1,200 1 1200 1,200 1 5_,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 545% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI402 10. A/C Refriggerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing Where required. 14. All work shall be coordinated With other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. Ib. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. ■ 163 CFM IOxIOx6 MASTER BEDROOM 163 CFM IO>dOxb 12xl2x9 B/A F F "1A B/Ax9 x4 Vent _thru ____ Soffit $Fl* ATH 8 AiC Meter GO Amp Panel CLOSE CFM 8x4x4 _ ---, N \-��Nx\& --7 '7O ���v W. 149 12'i PATIO/SLAB Center Registers169 CFM on ceding fan IOxIOx-1 W Tt iAI �Ce lull k 20x20 DINING ROOM TI 22" x 54" > IZSI Attic Acceu 1 1 ufth I II 2 I 232 CFM L - - - - -J I Q , 12x6x1 IL GARAGE r----------------- I I I I I I I I I I I I I I I 1 I I I I I I MECH,4NIC,4L LAYOUT SCALE: 1/4" = 1'-0" 11 It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20, All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 SECOND i BEDROOM j LI 12x12x8 -y B/A COVERED PORCH H.B. _- Vent thru S of fit A/C disc. 150 42/0 Aluminum feed AMP I %' Conduit PA EL M TE bAHU 2" PVC ( FPL)-� 2" rigid service FPL Bare #L copper wire to #5 cost. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34996 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install oulet under disc. not shown I clarity ECTRIC/4F L A PATIO/SLAB SCALE. 1/4" = 1'-01' 9.7 Total Attic Space = 212� sq. ft. Venting Ratio 1/150 = 14.1� sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. The Grard C Spanish Lakes St. Lucie County Florida Post Light with / o Photo cell c a, u v R 6'-3" wv m LL Date Drawn Revisions Sheet 5-9-11 a r l t on GARAGE Drawn by: C.c.U. -1 Checked by: OF 5 H.B. Exhaust Duct Thru Soffit Wire For Front Post Light Comm # 12-2, File COPY