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HomeMy WebLinkAboutCONSTRUCTION PLANSGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM ID 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 dock to trusses using attachment data on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 SLOPE block construction 12" . H. COVERED PORCH O O Finish Columns with 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - P—O' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS rAO i P y,REQUIRED BY FIELD INSPECTORS THAT a s s MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODFA. �6�VISION ST. LUCIEc UNTI' B I An REVIEWED FOP rOM ' t, CE REVIEWED g4 DATE_ /w/ gE TIO KEF7 ON JOB PLANS AIv ERMtT TI WILL BE MADE SITE OR NO INSPECls) CONGFpl 1 r STre" rap ran a ap�i{ OENTS �.�.E, � � � �,.: ,�. J Rai Tl L. ,. �i,v ' !� , CONTRACTOR OF HCOR1 GuIP Coest Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 pa. 5v cramp metal roofing attached to plywood dock using 4 9 x 1.5" wood straws with self sealing washer at 12" o.c. max apmeing over ASTM D (type 2) 30 ib felt underlagment inetnged with min. 4 aide laps and 6" and laps Fastened with corrosion resistant tin caps and wdth 1.25" ring shank nails spaced 6 o.c. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusaea using attachment detal on this sheet ---------------- RIGHT ELEVATION 12 SLOPE 14 01-0" 5/8" thick light textured stucco on typical concrete block construction 0%,P19.G- 1/ i — 1 —V Gulf Coast Supplg and MFG 5v Crimp Metal roofin FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood �eck using #9 x 1.5" Is 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 tin caps and with 1.25" ring shank nails spaced LR o_c_ at all laps and two �staggered LrowL 12" o.c. in field. Attach 5/8" thick x 1I cut stucco on tlgpical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - II Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11L51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 de laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L ". 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 nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with 10d ring shank galvanized pals into truss webbing. 12 4 SLOPE ' ICI Win ICI ICI �� �r�l,!�I ICI 1=11=011-MIUM-1 ICI I ICI IMI I ICI I ICI ICI ICI ICI a IMI IMICII ICI 2" x 4" top plate 1I ` 1/2' drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 16" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Vi"een over clean compacted termite treated fill nterlor Non—Bearino Partition Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net nt5 Winne Building Corp. THE WINDSO Spanish Lakes St. Lucie Countg Florida 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 SwWung Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Bml�ng Destpn is: Enclosed Risk Category II Wind Velocity: 165 mph ultimate Mean Roof Height: IIII'-OO• Roof Pitch: 4:12 Internal Pressure ant: ±Dja_ Subjectability to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: ' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1,21 x O.L = 0.�26 Adjustment factor For Exposure Height: AFI�esi�gfi Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.AWL; a 7K Components t Cladding Wind Pressure (NET) Root Zone: I. +20.6/-32.6 psf Rod Zone: 2. +20.L/-51.0 of Rod Zone: 3.+20.6/-84.00 Components t Cladding Wall End Zone Width: 3,_4' 44 33gg Components ICladding Wind Pressure (NET) Well cneZone: 5; +36;8%-41.8 pal Components t Cladding Wind Pressure (NET) on Garage Door- +32.0/-40.3 pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYaass Are Components an Cladding Det&I Provided? Yes Minimum Sal Bearing Pressure:2SOO psi, Presumptive: X By Test: pm This Building Shah Have thr, Following: APPROVED SHUTTEIII m'1PA= GLABO BOTH/ NOTHERs ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD- 10 pat FLOOR LIVE LOAD: 45 ear PLOOR DEAD LOAD_ 10 est E3 - Roof Zone I Welt Zone 4 0 ; Roe Zone alls ne 5 END ZONE comer Zones R od Zone 3 JOB ADDRESS: Model: Date Drawn Revisions : Sheet Comm # REAR 3-28-18 Drawn bill. SCANNED PORCH c.c.u. BY 1�-158B LEFT Checked bg: St Lucie Caaftty Impact D.R.B. OF 5 FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 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 of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibditg requirements. 12. Lowest finished floor to be set by Governing Budding Department 2'h° 2h" surveyor to set in field. �2 �" 13. Separation between residence and garage shall be per FBC R302.4 `" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 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 IS. Gyppsum board material shall conform to ASTM C34, C19, C415, C514. C430. C931 CWLO, C1002, C1041,C1111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5� Drywall Location Onentation raining Max spacing Neil tang options for Thicknaw of faatenen msiallation or drywall into Meg wood framingg members 2' x min. tMekness Neils Screws Calling Perpendicular 24" 1' 12' 13ga 1318" long with 19/L4' head 0.098' diameter x 1 1/4' lore annular -ringed or 5d coder nail Y211 0.080' dia. xx 15/8' long with Walls Either Its e' IL' Direction IS/L4 lies OR Ggpsum board mild O.OBL" dia. x 15/8' with 9/37 bego. Calling Perpendicular 24" V 12" Goa 15/8' long with 19/64' head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail e Wells Either It g• IL' 0.092" dmOxR 1 1/8" long with 1/4" head Direction OR yp dia. x 1 7%86owirth 19% 4head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, AIO8.1, A118.1, A118.3, A154.1 and A131.1 20. Cement, fiber -cement or glass mat ggpeum 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 accompanyinAA smoTIM E 84. developed index not to exceed 450 when tested in accordance with Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" We screws with aelr sealing washer at 12' o.c. max aQacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and to end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced L o.c. at ail laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment dotal on this sheet Race" top plate I'm x 3/8"d for steel support angle \ RASH POST DETAIL see detail on this sheet N.T.S. c 3L" high bg 4" diameter steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install L" from each end and _ expansion bolts into one in center of counter. slab (3/8"t 50 ksi steel plate) ace angle detail 6" 1/2' drgwall 2%" 2 %" �„ �2" O Counter top - verify type with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Base cabinet N 2' x 8' wood studs at IL' O.C. 2" x 8' PT wood plate O i s /e /-� 2'6 41 KITCHEN ISLAND FRAMING DETAIL 2'/;' MASTER �"'� �•I i BATH - 2'i i KITCHEN H `... I i� ko 0 1 1 LAW I wn�H „ I uvH I , ' `"" LAUNDRY 2. I 3' r� i i R" tAV-1 uv� 2° 2' I I � � 1 2 J 2' eNmti 3" 2" wo-i I "' O BATH #2 SANITARY RISER nts Window Schedule Mark Size Rough 0 en. Window Descrl tlon PRESSURE ZONE Ill Single Hung ZONE 4 2. L'-2ks'x Ill Va" 15' x 63W, Single Hung ZONE 4 2'-2' x 3'-2h" 21i2"x 381 single Hung ZONE 4 x 5'-3 ie" 38' x 0'14, 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 bg contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough O"ning Door Description PRESSURE ZONE A T-O' X T-O' loss x 84" Overhead Garage Dew ZONE 4 B 30-0' X 6'-8' 41' i4" x 111i Pdwr law Panel - Inswel ZONE 4 C L'-Ow X ill 14' x 81 �2" r"' bier" slid" Glow Dow ZONE 4 D 2'-0" X V-8' Said Core - Wood - L-Panel -St-Fold Finished 24' x 81 %' E r-L' X V-s' Solid Core - Wood - L-Pmul P 6'-0' X 6'-8' Solid Core - Wood - L-Panel - BrPold G '-8' x ill x 1 N' Solid Core Wood, Steel, or Masorete Dow H T-8s X V-e' Solid Core - Wood - L-Panel J 2'-L' X I Solid Core - Wood - L-Panel - Br -Fold ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer s spats prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal Masonry Beam hurric ns chor a each truss 12 I' x L' P.T. Buck Waded to wish (40) I'ad x 1 i/2' nods RE -ENGINEERED TRUSSES block with case hardened nails l 24' o_c,) supporting Max 4 �- at 24"o.c. TYPICAL brior to door attachment ..........r.:. tamp urammga Va ,,.....,......,..`. Aluminum Drip 1'��R-390s blown fiberglass Edge ! Fascia in bottom chord of trusses drywall with amooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute Kaycan full o vent vmas(( adrit metalled precast lintel filled with concrete and (U #5 using 1/8' die shank x 1.5' lain gale. bar Cont. for bottom row over openings roofing nails with $/a" dia head per product approval - we chart shed 81 1/2" dr wall over Is x furringQ strips at IL" o.c. with R4.1 fl-fill Insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. stucco on typical concrete uo Mortar to be Type "M" only proportioned per FBC R601.I block construction and Mortar fonts shall comply with FBC RLO1.2.1. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). ax. spacing shall not exceed Wood 48" unless otherwise noted Bose see foundation plan notes for spacing at openings 4" concrete slab with hbarmesh OR L"xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fig Grade .., . - I ;�• •..'��..: -III IIIIIIIIIIiI� �1 14" x 14" Concrete footing -III with (2) #5 bars cost. and #5 TYFICAL SECTION transverse pars at 48" o.c. Cale : 1/2" = I'- Attach buck to black wall with 1/4' din. Elea cone screws with inn 1 1/4" penetration at 12' cc. max and 4" max from each caner thru Extent raw 20 x 6' PT Buck or ill views - to wood saasa thra job into back et each hieiae and Is, o c. sax and Detail at Door p toaoa ettacb"Mt NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER. AND SILL BLOCK PRIOR TO BUCK O INSTALLATION r Install window thru buck into block with 3/I6' tap -can eth 1 1/2' penetration at 6' oc. max. r=each earner and 20. 4.e. max tMreaner at ..IIamb@ and e30 o.e. sax. Exterior fact at head and all per product approval d wag Bach to be I' x 4' PT O 16x4" P.T. Back nailed to lock with case hardened nails Detail at Windows prior to window attachment NTS Verlfg attachment hole location with GC prior to fabrication 3/e" steel 6" COUNTER TOP BRACKET DETAIL Install SGD thru buck into " block with 3/I6" to con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at head per product approval O O Use Vito tap -con with 1 1/2" penetration at to o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment is fixed door sliding door Masonry Wall Bottom Trec Typical Flooring _ Bill Install SGD thru buck into block with 3/IL" tap -eon with Sliding D oor D e t a l l I Penetration at to max fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden ! Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net ZE 8'-10:2" 1.12",_/ 8'-1072k, _1_ 15'-3" _I Filled cell under girder above PORCH WIRE LATH E STUCCO CEILING I I I ►� 1'-1An EGRESS 13'-11" MASTER IN BEDROOM 8'-0" A.F.F. Flat Ceding O I ® Vanity to be 34 Y2 ' high 8'-O" to 9'- " A.F.F. = Rod !Shelf Vaulte Ceding T r C.�REAROOM NI °° J m ° I v oc 10SE ore 1 in m u V o N Rod ! Shelf "r9my I a � I = wAbHER DRYER 2" T in 5'_3• J I LAUNDRY ° 9'- ° I L (D Vaulted 0 9'-8" A.F.F. N if Vauted Ceding I ^ ^ DINiNG ROOM I I I 344 yi high b ° 3/8" thick steel counter to to T in cow te$;g rtoverhang wall 1.5" ;r I I 5'-3„ counter t s overhang u 1.Ln �ER I " high wallSECOI `lD ^ ° I KiTC�HEN I BEDROOM o aI _ ll to 9 j" A.F.F. 8'-O" A.F.F. OL_ O Vaulted ailing l r Flat Ceding - Upper cabinets to extend over Ref. I ( CR WAVE l I NON VENT H.B. ° L OPENMG N t-m Batt, hmdoj n m _ Provide auto ° THIRD #1 ° 4"4 Steel Ballard closer sa detail on this sheet O BEDROOM r----- / 22' x 54' 1 Atta Access ° L 8'-0" A.F.F. OL_ 8'-0" A.F.F. OIL E Flat Ceding Flat Ceding tl ARAGE 1 J Nl ° O lock wall in g raga to be IF -A MT °I IFIE r+ struck block \ ° 2 _g" ° R-n Betts Iaadetwn ° % Provide auto 15Amp P EMERGENCY closer Panel 6 ° r - - - -----1 EGRESS-----------------1 O I 1 0 i r 'GOLF CART GARAGE in I 1 o e T8" I ® 9'-O" _ 2'-e" 6'-4" _g. I 9,_0„ ® -j2'-8" T ch a- i %n Square Footage Breakdown Total A/C Space cc 1.153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Ulunne Building Corp. Date 3 28ralwa Revisions : Shoat Comm >« THE WINDSOR REAR PORCH : Drawn by 2. i5-1588 Sppanish Lakes �-� F T �.�u Checked by: Impact 6t. Lucie County Florida D.R.B. OF 5 1 I\ I ll rN, t_t L_ I X I >_ 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 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied I into lintels above i3 " �<7 1 1 11,12" 8'-10 Y2" 18'-10 Ys" 15'-3" m l0'-0° 9. DESIGN LOADS ARE AS FOLLOWS: ROOF IDL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 ° ° — — J ® t __ — °I° t — J �Filled cell under EXPOSURE ="C" girder above I o 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t I= o r A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. lb Rear Porch Slab to O 16 W — be poured separatelg () ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS. ANCHOR 1 a0 from House Slab. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I a I a 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 IS. 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. Ang 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 ang 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 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 ang 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 t0 be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg 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" 30" overlap _�z EE TYPICAL with concrete and at each filled cellSECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill I II I I III 14% x 14"d concrete monolithic footing with (2) #5 bars coot. 14" F OTYPICAL FOOTING DETAIL _ SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = I' -OH 12' x 12" concrete callaw block filled with concrete and (2) 09 bars vert. tied into lintels above Top of rooter V below finished floor— Verify house slab height in field #5 bar vert. w/ 30' overlap at each filled cell Ad,lust curb hetght based on gar. floor slope. 95 bar in curb \ 301Px30"xl6" concrete column footing with (4) #S bars each wag OLUMN FOOTING DETAIL SCALE 1/2" = I'- SL —1 I I I-1 � .�•. WN SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mart am Description I 14"111 x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 14"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 100 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 Gara e MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 120W X IB'D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermeah OR Vxd" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SCALE 1/2" = 4' concrete slab with fibermesh OR 6"xd" #10/10 WWM on 10 and Visqueen over clean compacted/termite treated fill _e)" e a a iat-\ —I ,,III 14"w x 14'd concrete monolithic footing with (2) #5 bars cant. UP 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. m Ln 10" (2) #5 bars Cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN �i-el a tip,. = r_n■ 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 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 NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column with One #5 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 LEE " 3 P`S.O Double Filled Cell Column Single Filled Cell Column NTS NTS I FI Rear (Patio/Slab o be flust with bottom of shdln door recess. I slope I" 'I I -i I ' FI I °1 I I I I I I I 4" ¢oncrete slab with fiberme m� I 6"xd" u#,,IO/10 WWM on 6 mil Vie m a E I cieah compacted termite tree n I � �� I I °I I I I I °I I ;I I _i 1 1 °' I I I o I FI I I I I I I i ° I Dui o 0 1 I I ,I I I I 4" ale MICROWAVE REF. H.B. I NT O 00 a 2 orewna A/C datelil on this aheat 2i I I o �� G Attie T 1 I ul I I I o II ----- FI ----� I I I FI I 241, I 'I t FI n Thicken footingg to I 24"w x 14"d x 24"L under filled cell under girder bearing. I J I I I I I OR / on over fill ` ER j '� 1 DRYER X I FI I II I I I I I icrete slab with fibermesh OR FI 1/10 WWM an 6 and Visqueen over compacted termite treated fill I° I I° I I° Mew Wo I I 5 150 Amp oW. Panel 4� s pl I °I I I 3e Q I ° 13'-0" ° 0 ° I 6 13'-O" I ` ° t - -16?1- - - - - - J I.S" Recess for IL-1-11 ILA.5" Recess for Garage Door Garage Door rt 2'-8" _ 9'-0" 2'-8„ N Braden 4 Braden AIA, PA Wynne Building Corp. Date Revisions : Sheet Comm # Architects - Planners REARDrawn 28raw Coconut Avenue THE W I N D S p R PORCH 3. 15-158B TelS.E. Tel (772) 287-8258 Fax : (112) 281-8283 LEFT =.C. . C.C.hI. Checked b 9• Impact $ anish Lakes E-mail: bradenaias comcast. net CI 11AQQL nAAe nnnna� 5 Lucie Count Florida D.R.H. OF 5 ~ ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or scf ews basQd on resaa+re for roof stated in permit in box on these pans For zone 3 Ke Area Ede Field Fastener ax Zone I IV 4 8d ring shank 45 psf Zone 2 8d ring shank 16 pat Zone 3 8d ringshank 84 sf ** Zone 3a L" b" #8 wood screw 112.5 pat ** Use nails or s rews based on res4ure for r of stated in permit info box on these plans for zone Concrete / Lintel Column Verify with Plan Rebar to Lintel alm"BAT 8FS-ID/IT 8FS-I15/2T � �AddiUanal Roa of Above SPIL-ISAT SFIL-IRI/TT NOTes: I. min. coverage of steel-1.5" 2, min. bearing required a as, endI 3, standard for reinf. steel=A57M ALI5 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) Provide #5 bare 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. S" Bearing -- -- --- 12"x 12' lumn Block Provide #5 bar set in pro -cast R O O F f L A N 'Scale : 1/2" lintel into beam where length of the opening Dells for it. — Overhan s at 1'-0" Unless otherwise noted On this Sheet avid@ PT Buck :ached per jamb ails into filled c 4' Pre -cast Sill % — Roof pitch at +12 unless otherwise noted on this sheet -_— — Truss shop drawings to be provided bg manufacturer Ang changes to this plan shall be submitted to the Z 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 to construction for lagout and uplift verification 7 Pawr°d Filled cal' — Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction N Q Provide #6 bars with min. 48 bar W iametere overlap in filled call. Tie Iliad call steal into continuous tooter steel. rt'.::J; ..: f:; `.?• ;'..', ;` `'..'. ".• Concrete Footin .'.::.L._ .. (see tooter schedule exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS 11 e blim t sinklOdx1.5 easatt4'oe Instal ssmpsom MGT sit* mall using Intom. wetI=P and (A rod naiii!mto trims, Rebar 48 Bar On. TRUSS BLOCKING DETAIL Min. overlap ' ' AT GiRDER STRAPPING t t a c h m n t AT CENTER BEARING POINT NTS I/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/37" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 24ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max abating over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails Taced L o.c. at all laps and two starered rows 12 o.c. in field. Attach eck to trusses usingattachment detai on this sheet LintelFLaenigth Length a Clear Span "A" Bars Bars 12 Simpson HETA 20 or equal 4 lima' x: her at each truss ( fOd x I I/2" nails ( 24 act) suppporting Max 18wlbe up Akawnum Drip Edge t Fascia 14 2' x L" Sub-Fasci y ., - no I'. ho 2'-10" T-8" I'-6" 2,43 none 3'-C 3'-4" 2'-2" 2,#3 none 4'-0" 3'-10" 2'-8" 2,#3 none 4'-4" 3'-2" 2,#3 none+ 5'-2" 4'-O" 2,#3 none 5'-10" 5'-81, 4'-( 2,44 none 6'-6" 6'-4" 5'-4" 2,#4 none 1'-6" 1'-O" L'-2. 2,#5 none 8'-4" �'-10" �'-O" 2 #5 none ALL reinforcing steel is grade 60. LiNTEL SCHEDULE Mark owr rat Wth Sire I C S a tit carioen Ron or . . Above SBottom teel Sine T. Max ad i Uloi "1.02 am L22 T'-T' V-L' 91a9-05/rr — I Ss soi'I 111 1.1024 L31 � 4'-O• SFS-Oe/iT I a6 T6LI Isis 1is L46 1 41-54 1 5'-101 SFS-ODAT 1 06 11101111 399 LSO 5'-09 i'-L' SFS-OBAT I 05 1239 1 05 121 LLO i'-S• T-P SFS-OB/IT I 46 1011 1 121 534 LSO S'-O• 9'-4' SF8-1e/2T 1 s6 2 06 152 1 591 912 L90 9'-O' 101-4' ow-OnT 1 #6 1 246 i43 1 630 401 1.908 111 lo'-di SFIL-B/TT ONE 1 85 1 2 06 hiss lee 401 two w'-0' II1-4' spe-IBM I IW T a6 6ST 494 452 twos 10'-O' II'-4' SFIi-6i/2T ONE I » T a6 Isii wife 452 L120 IT'-O' Is'-4' SFS-le/TT 1 86 2 S6 4T 429 224 L1209 IT'-O' IV-40 SFIL-1115/2T ONE 1 95 2 a5 man T10 324 LI40 ht'-O' li'-40 SFIL-18/2T ONE 1 $5 2 si I 1=0 111 291 LILO W-0' 111- 0 1 BPS-le/2T 1 #6 2 e6 $00 M2 M4 LWS W-0' I1'-4' I SFIL-11I ONE 1 0 2 05 46O 1 900 1 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 CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESAF-D. Kaican full o vent vinyl soffit installed wiwmmpp I/8' din shank x 1.5' long gale. roofuq nails with 3/8' do. head per prodsct approval - sea chart sheet #I 12' x 12' concrete column block filed with concrete and (2) #1 bare vent. tied into lintel& above Vwksn edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter 16' below finished floor rin Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd at each �da web \ 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar Vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door racess. Stop per foundation plan — Slobe ber foundation blan 1 I I II I I I I I I I1 I 1I— IIII I I II I I MI —III= T ical Sec I Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd Had& at each truss 'RE -ENGINEERED WOvu i e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord or trusses •1/2' drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cunt. In each row. Substitute Crecast lintel filled with concrete and (1) #5 ar cent. for bottom row over openings 1/2' drywall over I" x furring strips at IV o.c. with R4.1 fi-fail "insulation on typical Be Block walls All drywall to be installed per FBC R102.3.1 and shall most all pertaining ASTM codes. Mortar to be Type "M" only proportionedeer F�gC RLO1.1 and Mortar pants shall comply with FBC 407.4.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell unth concrete and "US bar vert. (typical). Max spacing shall not exceed Wood 48• unless otherwise noted Bass see foundation plan notes for se Ba spacing at openings 4" concrete slab with fibermesh OR L'xiV #10/10 WWM on L and Visqueen over / clean compacted termite treated fill FI ion at Front fi orc� Scale : 1/2" = 1'-O" raden ! Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.met N W O i i- Provide downspout trap dia. truss to wan usin minpeon threaded rod wit min 12" rile i wicn embedment Simpson II 1V into beam either wet set or in epoxy with hurricane anchor at each truss (22) IOd Hells into truss Add leg detail blockingg tom this 24" o.C1810plpOrtlp�fMax. ETA truss per on shoat 2O s. uplift L4 W.�'A WINM m 1 11, 0, MAI For EWE WaR.—PArNmAu I WA OWN — Own ii", I I NOWE I 'Odin, i, rsv�--- an,I,� Wynne Building Corp. THE WINDSO 5 anish Lakes 5 . Lucie County Florida CHET�A 2-0 D ETA 20 Provide for gutter Simpson HETA 20 Provide at hurricane anchor at each truss ogwmwo t 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: REAR PORCH LEFT Date Drawn : Revisions 12L-I'i Drawn by: C.C_U. Checked by: D.R.B. C4 Q a a � O � man N I- as n n. a IN 2t 'a a `l I- u �1q o0 W arm tEC41_00 UC4 3 S Sheet Comm �. is-ISE OF PANEL "A" poles BR Load Wire Description ceeA wee Description Wire Land BR Poles 2 40 1.0 km sa A/C camp 1 2 AHU al0 3.5 ke 30 2 3 4 2 30 4.5 km elo 40 gal. meter HTR 5 6 Ran s6 12.0 km 50 2 1 a I 120 1 1.8 ks 912 Pump 9 10 Draw #10 5.0 Its 30 2 g1 12 1 20 1.5 km 812 13 14 Dishwasher $12 1.2 km 20 I 1 20 1.5 ke 812 Microseve is 16 Refrigerator a12 1.2 its 20 1 1 20 IS km a12 Kitchen S.A.C. 11 is Recepts a12 - 20 1 I 20 1.5 km 412 Kitchen S.A.C. 19 20 Recepts 812 - 20 1 I 120 1 1.2 km a12 Clothes Washer 21 22 Recepts $12 - 20 I I 20 0.01 ka a12 Garage Deer Opener 23 24 Recepts a12 20 I 1 20 1.4 km $12 25 24 Racepts Oft - 20 I I 20 1.92 km #12 21 28 Recepts $12 - 20 I I 15 814 General Lighting 24 3o Recapts $12 - 20 I - 1 Is - a14 General Lighting 31 32 Recepts a12 - 20 I I I 15 e14 4eneral Lighting 33 34 Exterior GFCI $12 - 20 I 1 16 w14 General Lighting 35 36 Bathroom GFI aIZ 20 1 I 20 a12 smoke Detectors 31 39 General Lighting al4 15 I I 20 sl2 Bathroom GFI 34 40 General Lighting a14 15 1 s are 41 42 sbare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting ,13, watts eg ft:) . . . ...................... . Range......................................................... .Refrigerator.................................................. Microwave..................................................... .Dish .Washer ............................................ Flothat..W.��har............................................... Water, Heater .............................. ...... .Water, Pump ................................................... Garage. Door, Open`r,.,..„................................ 1135 3 5.205 2 1,500 3,000 1 12,000 12.000 1 1200 1200 1 1500 1.500 I 1,200 I 00 1 1200 1.200 000 5,000 1 4 00 4,500 I 1800 1800 1 810 810 Total Watts 31.416 First 10000 Watts e100% 1 10.000 10.000 Remainder 21,415 840% 1 O 10.966 Electric Heat or A/C 10.000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required 150 Ampal Electrical S mbol Legend $ Smilille Pole Switch ® Recessed Can Light Dauble Pole Switch F-V&d Recessed P Push Button Switch 0- Ex(aust Fan sse Doplex Outhet ¢ Calking Mounted Light Special Receptacle O- Wall Mounted Light ftWaterproof, ground fault witerrupta Light with Pall Chum (attic) ® Floor Duplex Outlet o Computer Connection Jack ® Carbon Menomde Detector 4& Flood Ligillit Q Therwostat ® Electrical Penal ® Central Vac 8 Electrical Meta © Smoke Detector %,&P Coiling fan ® Television Jack Telephoto Jack A o ec A/C Disconnect ® I x 4 Floreaeent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up I❑ Intercom = 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. 6. 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 RM1402 10. A/C Refri er lit lines that are run thru slabs must be sleeved in AVaC II, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all Tees, 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. IL. 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. 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 aystem 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 telebhone comoanu. ISO s�/� Aluwanw feed lies I i dndaK PANEL 2' PVC l PORCH 141 CFM IOxI04 GREAT 141 CFM IOxIOxl 141 CFM IOxlOx1 ��. DiNING I� ROOM I I Dui I I 1" 1 124 CFM 1 IOxIOx6 -��-{ 3 TON I KI CHEN I M=OWAVIE SEE MANUAL 1 MO "J" and Energg O P Sol Calculation L - - - _ J for Unit into E w.H. 4'4 Steel Ballard See detail on this sheet r 2, -64 Attm L---- 2' rigial service rPL I Lo f5 imZ"feber m slob 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 19. The electrical aystem shall be completely and effectivelii grounded as required bg 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 bg 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. Oryer Vents to be installed per FBC RMI502 GARAGE r-----------------i I I I 1 I 1 I 1 I 1 I 1 I 1 12B/A r-m `; I- - 12" 2Ox2O �rtiTt�' I i 7 I ff 14" 48 124 CFn IOxIOxL /MASTER BEDROOM rLa 691W0 B/A 11 C M LOSE �� � 60 CFM 45HER DRYER LAUNDR It, CFM i8x4x4 Ill CFM 12x6>('1 1 SECOND BEDROOM IZS/A THIRD BEDROOM 100 CFM IOx6x6 150 Amp Panel GOLF CART GARAGE I I I I I I I I M F. C A N I C A L LAYOUT O=THERMOSTAT LOCATION -SCALE: 1/4" = 1' - O " Braden It Braden AIA, Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Vent thru - Boffirt WP GFCI Install oulet under disc. not shown for clarity Wire For Front Post Light PORCH WP GFCI 1 � i I 1 I I I I MASTER BEDROOM y GREAt ROOM 1 I 1 LOSET 1 \ WASHER DRYCr2 I � - LAUNDRY DINING.: I �`� .0e ROOM 1 , � I ` 1 �� I II® 01 ` G F _ �I --- - S"A Arc, II \ meRcauAva ..NON -VENT � SrEF. O CLEAR L o J "cli Steel Balleld as dated on this sheet r 2i Attie Aoaew -I-�„ / I OPTIONAL PANEL LOCATION / 't Wynne Building Corp. THE WINDSC S anish Lakes S�. Lucie County Florida SECOND l VEDROOM r THIRD WF1 S-_-BEDROOM I i OI3 � \ \\ IZ I ` \ GARAGE8:2/ _L GFC GFCI P \ \ letg� 1 150 Amp GFCI / / GFCI � Panel r--------®=------1 \ -ram--------1 Garage \ Garage I Door I r I Door I I Opener I \ a I Opener I \\ ; GOLF CART GARAGE I � I I to garage fights GFCI I I GFCI I I--I--`� I I N N WP GFCI ELECTRICAL FLAN O Post Light with I Photo cell SCALE: 1/4" = 1'-On ir Center Post Light between driveways MODEL: REAR PORCH LEFT Attic Venting Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit )ate Drawn Revision& 12-to-11 Drawn bg: G.C.U. Checked by: D.R.B. Sheet OF 5 Comm #