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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ftype 2) 30 lb felt underlayment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.2 ring shank nails spaced C o.c. at all laps and two staggered rows 12" ox. field. Attach deck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11961.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 3/8thick light textured 12 tucco on typical concrete block construction SLOPE 14 .H. � I RfC;HT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 9v Crimp Metal roofing FL #11651.12 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 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 12 SLOPE 0'-0" = Finished Floor LEFT ELEVATION PER GRESS 3 o. 5/8" thick light textured stucco on typical concrete block construction O I..n L=: it T - I -V 2' o. COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION 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 #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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai 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 IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE .. -. .... ■ '■ WIWI ��� ���, ���ICI III ���� �►�� ��� —.— MIMI • E! 2" x 4" top plate ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" c.c. base —board ------- \ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6'xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non—Bearinq Partition Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (712) 281-8258 Fax (7-12) 281-8283 E-mail: bradenalascomcast.net Stuart. FL 3499t. UAAC000032 nts Wynne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN W kl�EC .OSINGOCCURS BETWEEN THE BUYER AND WYAND WILL CONTINUE FOR ONE YEAR FR fi_ PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocitg: 165 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4:12 Internal Pressure Coe Fi`cient: ±0-18 Subjectability to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 Adjustment factor for Exposure Height: = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.4DL+O.LWL Nil - ._.AR Components t Cladding Wind Pressure (NET) Roof Zone: L +20.L/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf FILE COPY Roof Zone: S. +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: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3per 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 Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 3'l psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAII psf FLOOR DEAD LOAD: 1Ooaf JOB ADDRESS: 18 LAS C,ASIT,AS Model: Date Drawn Revisions 9-22-20 REAR Drawn by: PORCH C.C.U. RIGHT Checked by: D.R.B. 0 = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm # 20-19 OF 5 Counter top - verify type with contractor FLOOR FLAN CRASH POST DETAIL Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36 high by 4" diameter proceeding with Work. steel crash post. Floor Steel countertop support angle P g Flange with 4 - 3/8" Install 6" from each end 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 ks1 steel plate) see angle detail 2" x 8" wood studs a minimum 1,400 P.S.I. fiber stress. `" at 14" o.c. 1/2" drywall 4. No dissimilar metals to touch. 5 ALL Concrete used for slabs shall be min 2 500 PSI concrete 2%=" z%=" 2" x 8" PT wood plate 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 Attach buck to block wall with 6. Drywall at ceilings shall be leveled and attached to bottom chord °3/B" o ^ 2%' 1/1/ dia. etr coot screws with min. I I/4" penetration at 12" o.c. h(pkTCHEN ISLAND FRAMING, DETAIL of trusses With screws per FBC R102.3.5. t 4'f and 4" max from each corner thru 2" 6" PT Buck 1. ALL wood in contact with concrete shall be pressure treated. �✓ 2%=" Exterior all face x 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. o 7T=ariea 9. ALL plumbing fixtures to be low flow. %_" 10. Contractor to Provide Drain at water heater in accordance ae wood screws thru jamb into buck with the current edition of the Florida PlumbingCode. at each hinge and IS" o.c. max and Detail at Door prior to door attachment 11. Contractor to Provide a 2'-8" wide door at one bathroom for NTS Verify attachment handicap accessibility requirements. H I hole location with GC 12. Lowest finished floor to be set b Governing Building Department y 9 g P 2/2" 2r6'AND INSTALL VULKEM BLOCK SEALANT prior to fabrication surveyor t0 Set In field. %2" /2" BILLBLOCKPJAMBRIOR HEADER, BUCK steel 13. Separation between residence and garage shall be per FBC R302.6 6„ INSTALLATION 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater Install windows thru buck int 12" 6" block with 3/IL" tap -con with COUNTER TOP BRACKET DETAIL 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 P g 1 1/2" penetration at V o.c. max. From each corner and 20." ox. max Ile. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 4 O per FBC R302.9.2 eiahead a end atiambsproducand t 20" o.c. I-1. Exterior face All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation sack to be I" x 4" PT sariea materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18, Gyypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C`f60, C1002, C1041,C1111, C1178, C12�8, C1395, or C1396 and shall be installed 1"x4^ P.T. Buck nailed to block with case hardened nails according to the following: (FBC R102.3.5) Detail at Windows prior to window attachment NTS Drywall Location Orientation Framing Member Max. spacing Nell sizing options for Thickness Spacing of fasteners installation of drywall into Maximum NailsScrews wood framin members 2" x min. t ickness Ceiling Perpendicular 24" T" 12° 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 114" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either 14" 8" 16^ Direction 16/44" headOR Ggpsum board nail 0.086" dia. x 15/8 with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/1;4" head 0.098" diameter x 1 3/8" long annular -ringed or Gd cooler nail s 0.092" dm'xx 1 1/8" long with Walls Either IG" g^ 16" Direction 1/4" head OR Gg1psum board nail 0.0915" dia. x 1/8" with 19/G4" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members Installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two sta�gered rows 12" o.c. in field. Attach deck to trusses using attachment deta on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 Window Schedule Mark Size Rou h Open. Window Descrl tion PRESSURE ZONE I. 4'-5Ye"x 4'-1. /e, 54Ya"x 541a" Single Hung ZONE 4 2. 6'-2Ye"x 5'-3 %a" 75" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2y2" 21i/2"x 385a" Single Hung ZONE 4 4. 3'-1" x 5'-3%' 38" x 63'/," Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction on sheet 1 12„ MASTER s' VTR \ I I 2^ \ \ BATH 4 I \ \ Z. LAVA I I \ `.0 � -1 I LAv i \ \ 13 ` I LAUNDRY I I I 1 2„ I I 2"1 I I I wc- �^ J LAv-1 2„ 2" - 3^ 5141UR-1 2" 3" we-1 2„ er-i 2" c3a.3" BATH #2 3 to septic/ sewer system C� A KI I T A IP Y= I C• 1= lP Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X V-8" 410%;' x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" .7 «`°" Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x 81 %2" E 2'-6" X C-S" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1N' Solid Core Wood. Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X C-8" Solid Core - Wood - G-Panel - Bi-Fold 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 manufacturers specs prior to construction in permit info AND SHALL ON SHEET 41 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) suppporting Max. 4 at 24"o.c. TYPICAL 18101ba. upllft (shop drawings b manufacturer) Masonry Beam P 9 y b x 6" P.T. Buck nailed to / block with case hardened nails prior to door attachment Aluminum Edge t Fascia 2" x 6"/"/7 Sub -Fascia Kaycan full o vent vinyl soffit mstallec using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade Wood Base TYPICAL SECTION R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 Pi-foll nsulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and () #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 and Visqueen over T clean compacted termite treated fill Bottom Track `-Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with @ t d 1 I I penetration at . max. Sliding D oor Dom from each corner and 20." " o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL S4996 UAAC000032 -IIIIIiI,llll- 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. tale : 1/2" = 1'-0" Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 1, o Use 3/14" tap -con with DJ 1/2" penetration at G" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door N Masonry Wall -�`. IS'-3" 8'-10Y2" 8'-10Y2" T-1 Y2" 2 00 00 00 "O EGRESS 12" x 12" Concrete column block filled with concrete and 13'-II" O p (2) #1 bars vert. tied Into Irntels above O Filled cell under P O R C H � r -girder above O WIRE LATH t STUCCO CEILING MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling I Vanity to be 34 )2 high H.B. KITCHEN T AAV JIL 2„ LL_AV-I �J U ;t m 1'• 5" O w W W w F- O 9' O N7-7 � 2" � 2" p COS I I ® I Rod !Shelf _ 8'-O" tol9'-8" A.F.F. Vaulted Ceiling in 19'-511I �= GREAT' ROOM m 2LOS T 1 o I QD _J Rod t Shelf 37 o I 32" DRYER ASHER LAUNDRY &JkI 8'-O" to 9'-8" A.F.F O - I Vaulted Ceiling �Q H Vanity to be I DINING IS" 42" 34 Y2"high I I _ I R O O M In T counter tops to 3/8" thick steel E 11 `r overhang wall 1.5" counter top supports 5' -3" I 90" eq. eq. counter tops to - 6 over ang wall 1.5" iii 7i�(), .� _a„ OD PANTR SECOl�1D o BEDROOM O Flat Ceiling � F I �r ®� THIRD , BEDROOM 0 O r- I A.F.F. cn A/C Flat Ceiling #IJr O 12'-8" O 4„ O _P i<1 Winne Building Corp. Spanish Lakes St. Lucie County Florida R-11 Baits Inwlation Provide auto closer 150 Amp Panel r----------------- i 1 I I I p I I ( GOLF CART 'I GARAGE I 13'-O" I I r A 2'-8" 9'-O" 2'-8" :: ^msorr...o•.v:..oasoamoeoa•.o•.•.v.•vso•.•..•.as•,,.•as.•rr.•. .•.•m•.•.r.•a 0- min= n Lla m in 0 6 rv� a - I N " F� Block wall in i DE CO LF 0 MT IIF)I IM garage to be - block . LUCIE ®UNTN O�atruck EMERGENCY UJ EGRESS r- - - - - - - - - - - - - I ---� O I I OI , r I I 0 r 1 I I Q I I I I IL copy O I I O nini RilO 00 A I 6' 4" 2'-8" 9'-O" 2'-8" N 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. MODEL: Date Drawn Revisions : Sheet Comm It 9-11-20 R EA R Drawn by: 2. 2 0 -1 9 PORCH c.c.u. �s L d S RIGHT Checked by: Casltas 0.R-B- OF 5 .7 I ICUL. I UI��L_ INL/ I ==10: 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. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLAD;4TION FLAN 8, SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30*1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: I-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. 14. 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.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from ('—O" to 9'—I1" and Provide (3) filled cells on each side Of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundatlon 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 S. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A —Ira and A-35 specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar Vert. w/ 30" overlap Fill cell with concrete and at each filied c (1)45 bar vert. (typical). Thicken edge to Vx8" Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one U5 bar continuous Cxb" 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated Fill spacing at openings 4" concrete slab with fibermesh OR GRADE t"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill m Grade ro 1 II IIIIIIIIIIII=_III 'I ;IIII I � ,.=IIIIII �lll- i 'i l�l III 14"w x 18"d Concrete footing with (2) 45 bars cant. and #5 3„ transverse bars at 48" o.c. 3" 14" 31 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 #5 bar cont. Step per foundation plan Grade (Y r 3, /, 3 (2) 45 bars cont, bottom steel DETAIL AT k___J 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of footer 14" below finished floor 11 GARAGE STEPDOWN SCALE 1/2" = I'-O" IIIIII;,1111- -_, 30"x30"xl4" concrete column footing with (4) #5 bars each way DETAIL SCALE 1/2" = I'-O" PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar Vert. w/ 30" overlap at each filled cell #5 bar cont. in curb Fill cell with concrete and (1) 45 bar Vert. (typical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verify based on Base see foundation plan notes for foundation plan spacing at openings m 4" concrete slab with fibermesh OR CXC 1*10/10 WWM on 6 mil Visqueen over :s clean compacted termite treated fill ao , _ v III-IIII IIII ., II IIII I P 11�1j111�11-� —IIII—IIII—IIII IIII IIII IIII— - 14% x 18"d Concrete Footing I1— —IIII— ( with (2) #5 bars cont, and 45 3' 3 transverse bars at 48" o.c. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" N 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Description MSize 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS F5 14"111 x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB ® 0'-0" With Curb at Garage 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. Filled Cell Masonry Column With One #5 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 C E 0 Contractor to provide proper foundation chairs for proper steel installation 30" min. r F4 -----i t. 12" x 12" concrete column block filled O with concrete and (2) #7 bars Vert. tied 35'-O" F Into lintels above 8'-lOy2" I 8'-IOiz" I " FI ---- --- O — F4�LT I I FI I o I Filled cell under 24" I r girder above FI J Rear Porch Slab to O - F4 r be poured separately 1 W I NI 0 from House Slab. O O Thicken footing to 24"w x 14"d x 24"L I D k I under filled cell tjEn I under girder bearing. H.B. —7------FI ----� J Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I O I �- FI I i r- I' I� I � 4" concrete slab with fibermesh OR O CxC #10/10 WWM on 6 mil Visqueen over I a-'-4 clean compacted termite treated fill I �o--u m_ m — Io = I to I I� I� I I of Io I " I � ow I ro U { I I �I to F� 4" concrete slab with fibermesh OR I 611xd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill O° I MICROWAVE I 3e'RCLEAR NON -VENT i ❑ H.B. OPENING O O Q, I a 4"0 Steel Ballard 0 L I I tep See detail on this sheet LU I I DI id�11 I I AiC I I I F UJ o f I I o I I FI I I FS I Ither side of L p F6 F— Ln I O i field verify ---------- --- 'JR ice location 0 0 O N 0 0 — — — — — — ICC D rl 11,.. IANCE 0.N Ste �" I Si L.UCI UNTY o I BC of O F5 U1 I Io �- O O I I 6'-4" I I I —I L------5--- 0 O I O F4� O �----- �� — — -' O 00 O 1.5" Recess for ° O — — 00 O 1.5" Recess for Garage Door Garage oor 2'-8" 9'-O" 2-_8- 6,_ 4., 21-e,, 5" tep 3s -o" 5" ep Double Filled Cell Column Corner Steel Lap NTS nts Braden It Braden AIA, FA Winne Building Corp. Architects - Planners S.E. Coconut Avenue THE W I I� D S C Teell (112) 287-8258 I Fax (112) 281-8283 S anish Lakes E-mail: bradenaia comcast. net SpLucie Count Florida �+..me+ 1=i '2AQQ/_ itAArn. nnn'2') y My MODEL: REAR PORCH 18 Las RIGHT CasitaS Date Drawn Revisions Sheet 9-II-20 Comm # Drawn by: 2 0 — 1 9 LEI I Checked by: D.R.B. OF 5 ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" C Sd ring shank % psf 3 4" 4" 8d ring shank 84 psf ��Zone /** Zone 3a C 48 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan `ht -1 Rebar to Lintel 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast-Crete 8U8-OB/OT precast - lintel set in mortar y .. Min. 8" Bearing Provide 45 bar set in pre -cast R O O l— F L �4 l `l Intel into beam where length of the opening calls for it. — O h t I i— O ii I t h t J r,1111 Provide PT Buck attached per jamb letails into filled ci 4" Pre -cast Sill Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment Scale I/2" = I'—O" _ into beam either wet set or in epoxy with ( 24 e) G ) Silhhnrt_ina MAY M71 Ina sda :n+- ♦"::"" AAA r., ver angs a un ess o se no e on — Roof pitch at -f:12 unless otherwise noted on t — Truss shop drawings to be provided by manufac — Any changes to this plan shall be submitted to architect for approval In writing prior to Starts — ALL TRUSS TO TRUSS CONNECTIONS B TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Pr10 to construction for layout and uplift verlflcatlor Poured Filled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior tc Trusses at 24" o.c. / see shop drawings bg others Provide 95 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" 12"x 12" \ Column Block Sul Rebar '4ttdchment NTS R-19 SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinag to vert. leg of truss with IOd x 1.5 nails at 4" o.c. II Simpson MGT into wall using die. threaded rod set min. 12" wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER 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 Type 2 felt paper using 8d Wads. Substrate to be 19/32 CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (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 Additional Precast Lintel u u u n #5 bare Lintel Bar Clear A B r r ' ` D':,. CLEAR Length Length Span Bars Bars " f 2'-10" 2'-8" i'-C 2,#3 none 1� 1 's' ---- '' '`----'� "----'I 3'-C 3'-4" 2'-2" 2,#3 none 8F8-OB/IT 8F8-IBAT SFe-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #5 bars CLEA rf'?!.'`. 4'-6" 4'-4" 3'-2" 2,43 none One Row of ,:H:,;c:;,.. Block Above ;,•`;."":{; 5'-4" 5'-2° 4'-O" 2,43 none 2,44 none rs ." Precast Lintel r 2,#4 none Additional ' #5 bars T-6" T-O" 6'-2" 2,#5 none BFIL-IBAT BFI6-I5/2T NOTES: 8'-4" �'-10" 7'-O" 2,#5 none min. coverage of steel=l.5" I2. min. bearing required ® as. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A&15 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete S eclficaUon Rows of "H" Block Above Bottom Steel size Top Steel S"� Max. Gravdtg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8FB-OBAT I #5 3069 15L9 1024 L31 2'-V _ " 3'-8 4'-0" 8F8-OBAT 1 #5 2561 IS63 113 L45 4'-5" 5'-10" BPS-OBAT 1 #5 1105 9O9 339 L50 5'-0" L'-L" 8F8-OBAT 1 45 1238 835 121 LLO L'-a. T-V 8FB-OBAT 1 #5 1011 121 534 LBO 8'-0" T-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-V 8F8-IB/2T 1 #5 2 #5 L43 530 401 L90B 9'-O" 10'-4" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" W-4" BPS-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" SFIL-IB/2T ONE 1 #5 2 #5 13LL 1028 452 LI20 12'-O" 13'-4" BF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE I #5 2 #5 1015 110 324 LI40 14'-0" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 609 259 L160 IL'-O" IT-4" 8FB-IB/2T 1 #5 2 #5 300 192 194 L160B 16'-0" Ili-4" 8FI6-IB/2T ONE 1 #5 2 #5 950 500 194 - 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. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. u lift Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web Aluminum Drip Edge t Fascia 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood 12" framing with nails or staples to provide 2" x 6" Sub-Fasci no less than-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vmgl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval — see chart sheet #I 12" x 12" concrete column block filled with concrete _ and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer 14" below Finished floor 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. Step per Foundation plan `l0 Slope per foundation plan Cellln Wood Base ceding transition ded using metal studs erifg exact configuration :es transition Insulation DE Brace Gable end with 2" x 4" SYP #2 Sft back nailed to bottom of top chords using (2) 104 nails at each truss PRE-ENGINEEiiED U ® 24"o.c. TYPI ( shop drawings bg mar \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitu precast lintel filled with concrete and (1) 4! bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" O.C. with R4.1 ?1-foil -insulation on tgpical 8" Block walls All drywall to be installed per FBC R1( and shall meet all pertaining ASTM code Mortar to be Type "M" only proportionei and Mortar joints shall complg with FBC Provide Our-O-Rock at all wet areas Fill cell with concrete and (1) 45 bar vert. (tgpical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vxb" 410/10 WWM on 6 mill Visqueen over / clean compacted termite treated fill Tublcal Section at �1 Front Forch Scale : 1/2" = I'—O" ( 24" o.c.) supporting Max. 1810 lbs. uplift ide downspout -2-19 Out. PATIO/SLAB 0 - - - - PANEL "A" Poles BR Load Wee Description circtt arc# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 6 Dryer 910 5.0 kw 30 2 1 20 LF kw #12 Kitchen S.A.C. T 8 1 20 #12 Bathroom Recepts 9 10 Air Cond sor 210 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Hand 910 5.0 kw 30 2 I 15 #14 General Lighting is 16 1 15 #14 General Lighting IT Is WH #10 5.0 kw 25 2 - I 15 #14 General Lighting 19 20 1 15 - 914 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 Spars Spare 25 26 Spare Spare 21 28 Spare 7-7-77 Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting f3. watts..ag..ft.) Small, Appliance. Circuit(s) . ........ . . .......... . . . Range ......... ......... ......... ......... ............ Microwave Dish..Washer .................................. I ................ Clothes, .W,a,skier............................................... Clothes..D.r9ef................................................ Water, Heater ............. ..................................... Garage, Door. Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25,615 e40% 1 O 10,246 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required - I50 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed L Pa Push Button Switch -0-AA Exhaust Fen Duplex Outlet Y Ceding Mounted Light Special Receptacle Wall Mounted Light Waterproof ground fault circuit n Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ml Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack ,C sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light srxR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR MECHIAVCAL LAYOUT SCALE: 1/4" = 1'-0" FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW ` (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can - 2" PVC ( FPL)--' schedule 80 2" rmld service FPL ELECTRICAL RISER A/C disc. ISO MCB PANEL bonding pant It � e�alrvanaed rods - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: A/C disc. #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit sleeve ISO into attic MCB L PANEL 200a rated n meter can Interaystem bonding 2" PVC ( FPL�� Termination point schedule 80 2" rigid service FPL I ground rods ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction L - Verify AIC/KIC Rating prior to ordering equipment 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. S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RMI602 9. A/C Refrrqq��r�gqnt lines that are run thru slabs must be Sleeved in Y V C 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 12. Contractor shall pay for all Tees, permits, testing, and inspections 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 Vent thru Soffit— 1:24 CFM IOXIOx6 MASTER' BEDROOM 124 CFM IOxlOx6 i i i i e 1, 12x12txTd B/A_ - ( Bx4x4 __V 50 CFM 8x4x4 1 9 CFM I �LOSETI - - - 12xl2xlO B/A e-, 141 CFM 14 IOxlOx1 DORYER IIA _J NORY H 16 CFM 8x4x4 " 12x12x8 e1, B/A��� III 6FM xl 1 SECOND I BEDROOM I I B/Ax8 1-1 THIRD BEDROOM 100 CFM IOx6x6 150 Amp Panel GOLF CAR I GARAGE I I I I I I I I 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 job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. 14, It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe From any other service. the requirements necessary for the equipment to be placed in working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 11. proper All work shall be done In accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FBC RMI502 and telephone company. 18. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. PORCH 141 CFM IOXIOxl I REATI ROOM I I I I 1 I 14-1 CFM IOXIOXI 12" 1 DINING ROOM I - - CAB F Mean - - � -- - a" o I DW 12-4 CFM I 1 IOXIOx6 1 14" KITCHEN MICRO1 AVE 2Ox20 NON-V N7 _ NON -VENT I 1 r�C1YYJJA1 T 58'RCLEAR O L Tell)r\ OPENING L - - - - J 1 It" I W.H. I 4.0 Steel Ballard I See detail on thifinsh�ecflto I _ under disc. \# lu I - - - not shown for 1 \ � I 22" x 54" 1 clarity Q\ I 1 Attic Access with light LR� L----- lx4x4 k CFM GARAGE r-----------------� I I I I I I I I I I I I I I I I I I I I I I I I Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (712) 287-8283 E-mail: bradenaiascomcast.net Stuart. FL 3499L #AAC000032 MASTER BEDROOM PORCH WP GFCI If -- --�� i � OS CM I \ I 0 1Fcl CLOSE "= 1►J ���i jai LAUNDRY I I I I I I I I GREATROOM I ®I / I / I DINING ROOM � s �\ CM -S I \ems TV SECOND if I S BEDROOM,/ - _ - FCI- \. �'Gl / I I I 1 GFCI. _. I / C.gM. Detector / I R314 a FBC 1 1 4Fc1 KIIT�HEi 3 TON ( ¢¢ i I ® SEE MANUALvE GFCI J" and Energy Calculation / 1 / REF. NON-YERT� / for Unit info / 3B, CLEAR in 71 ENING t I / - - 11 - J TV - 4- - GFCI GFCI S / FCI W.H. THIRD © \ 4" 0 Steel Ballard BEDROOM- - - 'Sj �{ \ See detail on this sheet Nh- `S4?I ---� WP CI 22" x 54" 1 [aL -Attic Agahht es 1 4 _ / I OPTIONAL PANEL LOCATION FT �)/< In \ G A R A (SCE COM R ACE Q FCI � / / p GFCI �� ST. LUCIE (. ATY 150 Amp I / \ \ BOC Panel GFCI \ \/to corner \ \ GFCI r--------�_ _--� / r---------------1 Garage / Garage Door I -g/ I Door Opener I I Opener GOLF CART; / R GARAGE I / I Wire For I I I I Front Post GFc I I GFCI to gairage lights I I Light 1 E L E C 7 R I C 4 L FL/4N ---- Post Lig t with O SCALE. 1/4" _ - o o ce11 C t P t Li ht Attic Ventinci Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq, ft. required Provide A Continuous Vented Soffit Wynne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH IS Las RIGHT Casltas en er os g between driveways Date Drawn Revisions Sheet Comm 4 9-11-20 Drawn by: E_ 1 20-19 C.C.U. Checked by: D.R-B OF 5