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Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crnnp 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 0 (tgpe 2) 30 lb felt underlagment installed with min. 4 side I" and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank netts spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 SLOPE block construction 12" . )H .. „ COVERED PORCH O O.... V0 o,19111-e.'a dog b, Frrnsh Columns with 5/8" thick x 8% cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELE,3a ATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L gga. 5v crimp metal roofing attached to plywood neck using wood screws wrih self sealing washer at 12" o.c. max spacing over AS D (tgpa 2) 30 Ib Pelt underlagment installed with min. 4 aide laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring afiank Wads spaced 6 o.e. at all la and two ata�a wid rows 12° o.c. rn field. Attach dark to trusses using attachment detat on thra afieet 12 `LOPE 14 Q'-O" = Finished Floor --_------ -, --—--- "t!'!+',6'01"`gin,: 5/8" thick light textured stucco on typical concrete block construction RIGHT E—L.,EVATION SCALE: 1/4' - 1'-0' Product Approval Opening Schedule swing Doors, overhead Doors, 811dins Doors, sine Opening Typet2-3 NNOA/IP R Product Yodel / Manufacturer Gla FL# 239.3 Single Hung S mP-a00 ct PGT 5' A IL-0330.02 Overhead Garage Door �M,odels824i/811 19,M& ax max height DAB _ B FL# IL614.1 Fiberglass g neesm Pro/ 5mooth Pro Jeld-Wen C FL# 251.5 Sliding Glass Door Series 110 PGT 1" Tgpa Product NOA/FL NUMM Model / Manufacturer Mullion FL# 2M.1 I" x 2 3/4' x .316" PGT [mat in p Roof FL# 11651.12 5V Crimp Metal Roofing Gulf and Coast Su I manufacturing 200 ; IMA a �c Sides Stucco on Block - Soffit FL# 12198.3 Model T4 12" vented Vingl soffit Kagcan Inst #8 xurric Panels I have reviewed the above and approved it by r. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.8" 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced `-o.c. at all laps and two �staggeredLrows 12« o.c. in field. Attach 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction fa, p ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #1145LI2 26 a. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM 0 (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.26' ring shank nails spaced 6 oc. at all laps and two staggered rows 12' o.c. in field. Attach desk to trusses ring 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 Pelt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. im 01ii li� 11ii mmi 5/8" thick x 8% cut / coral finished stucco bands FRONT ELEVATION SCALE: 1/4' - 1'-0' 2" x 4' top plate I ' 1/2' drgwali ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at Ib" o.c. base -board 12" x 4" P.T. bottom plater \ 4" concrete slab with frbermesh OR L"xL" #10/10 WWM an L mil Viaqqueen over clean compacted termite treatad fill Interior Non -Bearing Partition n t 5 !A IDA Wunne Building Corp. ` %rchitvat — Planners S.E. Coconut venue � THE W I N D S O I Telel (112) 281-8258 Fax : (112) 281-8283 " E-marl: bradenaiaacomcast.net Spanish Lakes At.mirr I`I OA.aaq` it®errnn Si. Lucie Counttq Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUEFOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Bwlding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Category II Wind Velocity: I15 mph ultimate Mean Roof Height: Roof Pitch: a Internal PressureCoefficient: to -is Subjectability to damage frog Weathering: Negligible Termites: Very Heave Width of Roof End Zone: 3,_1` Wind Speed--10—mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.�24 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 psf Rod Zone: 2. +20.L/-51.0 paf Rod Zone: 3. +20.L/-84.0 par Components t Cladding Wall End Zone Width:31-48 Components t Cladding Wind Pressure (NET) Wall Zone. e. 4. +35.8/-38.8 par Components i Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYeeaa Are Components an Cladding Derma Provided? Yes Mirmaum Sal Bearing Preawre:250® nsi. Preaumntive: X Bu Test: bsi ROOF LIVE LOAD: 31 par ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 baf FLOOR DEAD LOAD: 10 paf _el Roof Zone I Walls Zone 4 Rod Zone 2 ® Wall& Zone 5 END ZONE Corner Zones Rod Zone 3 JOB A0QRE35: �,o( .<\--. (�� Model: Date Drawn : �'@Vlslons � Sheet Comm REAR 3-28-18 s-23-18 Ga sl a PORCH Drawn bg smo ee l lrJ-1 �•�-u� � � ED FOR LEFT Checked bg: CODE COMPLIANCE Impact D.RnS. ?-%T 1 1rr%rc i+n11u11r%1 OF 5 Recess top plate L"w x 3/8"d for ort stle eel demlonthis sheet FLOOR PLAN fe� CRASH POST DETAIL_ TYPICAL NOTES: SCALE I/N4 = 1'-0" N.T.S. C steel high by 4" diameter 1. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor Steel countertop support angfie proceeding with Work. Flange with 4 - 3/8" Install V from each end and _ expansion bolts into one in center of counter. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Slab nzior b so k5i steel plate) see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 6" 1/2' drywall 4. No dissimilar metals to touch. 2h" 2W' S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �..rr /2" ALL Concrete used for vertical filled cells, coat, tie beams etc., to 0 h Il b 3 000 PSI concrete and/or 4,000 P.S.I. grout mix o Counter top - verdg tope with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bare vart. tied Into lintels above Be" cabinet iv 2' x 8" wood studs at IL" o.c. 2" x 8" PT wood plate b L. Orywalleat ceilings shall be leveled and attached to bottom chord "3/5" 2'h" KITCHEN ISLAND FRAMING DETAIL r FBC R102.3,5. 0of trusses with screws pe 1" ALL wood in contact with concrete shall be pressure treated. 2�2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. �2" 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be I-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have aflame -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.G. R314 - see permit info box of code edition 39o113aChlalC430, ned31 18. Cboard , C11C15 r C94 ndsleisall according to the following: (FBC R102.3.5) Drywall Location Orientation Framing Member Max spacing of fasteners Nat wvio of dr for of dr wall into Thickness Spacing Mawmum installation wood framing mom or* Nails Screws 2' x min. thickness Ceding Perpendicular 24" 1" 12° 13ga 13/8oR g with 19lL4' Mad 0.098' diameter x 1 1/4" long annular -ringed or 5d coder red OR 0.080' dle. x 1 5/8' long with Walls Either IL' 8• IL' 15/L4' head es OR Ggpaum board nail 0.086' dia. x I b/8" with 9/32" head. Ceding Perpendicular 24' 7' 12" 13ga 15/8" long with 19/64" head 0.098" diameter x 13/8" lay annular -ringed or Ld coder nod 5 0.092" die. x I T/8' long with Walls Either li' 8 IL' Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 1 1/8' with 19/L4' hoed. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru AiOS.L, A108.1, AIIII AIIII A136.1 and A131gg.1 ASTM 20.C1288, Cement, OR ent C1118 and slnstalledpat I.A.W. um a anufacturerss in rrecommenance dat 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. R314- Gulf Coast supply and MFG 5v Crimp Metal roofing FL #II651.12 24 a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max shaking over ASTM D (tgpe 2) 30 III 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 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 Simpson HETA 20 a equal hurricane anchor at each trues with (10) IOd x 11J2° nails ( 24' me.) sup paUng May 18101ba. uplift Aluminum Drip, ; Edge E Pacla 2" x L" Sub -Fascia Kaycan full o vent vinyl soffit ii uarngy 1/8' die shank x 1.5' long roiling nails with 3/8' dia Mad product approval - use chart sh 5/8" thick light textured stucco on topical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade it MASTER �� 12°I BATH I � •os 2" I 1 iAv-i l KITCHEN uiii i � �'+ NNN, I I I iav-w I r LAUNDRY 2. j Ip" 3' �` f�i I „ 1 tAv 2' ; LA -1 2- I i 22 e1mo_1 3• J 2' wo-i a.4'� BATH 82 SANITARY RISER Window Schedule Mark Size Rou h D en. Window Descri tlon PRESSURE ZONE 1. 4'-5ia" x 4'-L i." 54 %s"x 54 Ys" single Haig ZONE 4 2. 6'-2%a'x 5'-3 %" 15' x 63 %<" Hump ZONE 4 2'-2' x 3'-2h" 21�2"x 38Wa" Simple Hupp ZONE 4 3'-1' x 5'-3'/a' 3 r x L3'/1" single Hong ZONE 4 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction , i Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 9'-O' X i'-O' 108' x 84" OverhoW Garage Door ZONE 4 B 3'-O' X 6'-8' 4r i;' x III F1be1 lass Panel - ZONE 4 C 6'-0' X L'-8' 14' x 81 i2" FM s0iL0' sbdmip Glass Door ZONE 4 D T-0' X V-8° solid Care - Wood - L-Paul -St-Fold Fmmhad 24' x 81 h" E 2'-i' X L'-8' solid Core - Wood - i-Panel F 6'-0" X i'-e• Sold care -Wood - L-Paful - Br -Fold G '-8' x III x 13;' sold Care Wood. Stool. or Masonate Door H 2'-8' X V-8' Sall Con - Wood - L-Penal d 2'-L' X V-8" sold Con - Wood - L-Pmul - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction in permit info AND SHALL ON SHEET #I Attach buck to block wall with 1/4" its. Elea cone across with win. 1 1/4' penetration at 12' o.c. max and 4" max from each caner thru E ill two 2" x 6' PT Back NINE enn i8 Wood saran thru jamb into buck at each hays and IS' sic. maw end Detail at Door new to door atacMu'M NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADERL AND SILL BLOCK PRIOR TO OUGK p INSTALLATION r Instaii windaes thru buck into block with SAV topcanNth 11/2' penetration at L' o.e. max. from oaeh earner and 20." 9 max therrefter et bs and 20 Exterior face at brad and oil" 0 per product epprova9 of wall 13wk to bo IN x 4' PT O 1'x4' P.T. Buck nailed to lock with coos hardened nails Detail at Windows prior to window attachment NTS 12" 31, Verify attachment hole location with GC prior to fabrication 3/8" thick steel bracket 12 I" x L" P.T. Buck Haled to Masonry Beam COUNTER TOP BRACKET DETAIL PRE-ENGINEERED TRUSSES block with case hardened nails 4 �- at 24"o.c. TYPICAL prior to door attachmen b P t ) (shop drawings y manu sic wren R-30 blown fiberglass in bottom chord of truaeee I/2' drgmall with smooth hash Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute lintel filled with concrete and (1) #5 bar cant. for bottom row over openings Car 1/2" drywall over IN x furringQ -foil strips at IL" o.c. with R4.1 fin insulation on typical 8° Block walls All drywall to be installed per FBC R102.3.1 and &hall meet all pertaining ASTM codes. W Mortar to be Type M onlyy proportioned per FBC RLO'1.1 and Mortar fonts shall comply with FBC RLO'1.2.1. Provide Dur-O-Rock at all wet areas Isix. showers. tubs etc...) Fill cell with concrete and () #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 hbermeah OR L"xb" #10/10 wwm on L mil Visqueen over clean compacted termite treated fill ��� �- 14° x 14' Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48' o.c. TYPICAL SECTION Scale : 1/2" = 1'-O" Install SGD tfiru buck into block with 3/I6" tap -con with ;`..:�:,c" _r,::,-,;•-,;;:; 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 00 Use 3AL° tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I° x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall Bottom Trac Typical Flooring Bill Install SGD thru buck into block with 3/I6" tap -con with Slid/2" rig D oor at L" max. I Detail t a i l mpenetration ." from each corner and 20." o.c. max thereafter at jambe per product approval Jamb At Masonrg Wall NTS Braden ! Braden AIAe Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia®comcast.net in O O kn o- I a- i in IVpL. T-H I IV/ 0"t-% El'-10Y2° Filled cell under girder above _ I C PORCH WIRE LATH t STUCCO CEILING 19'-9" IL'-O" _ _ 31 9" 15'-3" Y2, T-7 k2, EGRESS 13'-II" MASTER BEDROOM W-O" A.F.F. Flat Ceding i I 8'-O" to 9'-I " A.F.F. Rod L Shelf Vaults Ceiling - in r - 11-31, 41, GREA� ROOM I I 10SEW. r-1„ N L Rod E Shelf W45HE'R DRYER 2" 9,_3„ I LAUNDRY 0 9'-8" A.F.F. I Vau toil Ceiling IcrP n� o ROOMII 34 )12 "high b 42" 3/8" thick steel I counter mops to T I I cow ter top supports CN overhang wall 1.5° r I I 5' -4 inter t e to 5" any wa 1.5" L" 1 J TRY 00tIKITO Dw 1 a a +41" high wall I"HEN OD 8'-0to 9'-Ir A.F.F. Vaulted �edmg Apper cabinets to I o I extend ove Ref. CR WAVE NON VENT REp, L - - - or CLEAR v ^� m \ -a seta hNdwtW O J 44 4 Steel Ballard Provide auto See detail on this sheet closer 1 W �1 r----- )/ 1 22' x 54' Attic Access fD� z L 8'-O" A.F.F. OL Flat Ceding ARAGE O Of lock wall in g rage to be O MT N struck block . EMERGENCY r----------------i EGRESS I I I - I 1 I 1 1 1 " j I II ri Vanity to be 34 Y2"high in SECOND BEDROOM q 8'-0" A.F.F. � Flat Ceding ®o- R-0 Batts Inelatim Provide auto 150 Amp closer Panel -----------------� I b I IGOLF CART GARAGE 0][Dl �1Wu e7[cl■la: VI■I011O} 0 e • Wunne Building Corp. THE WINDSO S anish Lakes S Lucie County Florida C,w IK w d W F Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 2-12 sq. ft. Garage = 459 sq. ft. Totem Cubic Ft = 14,02,E under Roof Total IN 2,484 sq. ft. Date Drawn : Revisions : Sheet Comm REAR 3-28-19 Drawn by: 5-23-I8 Garage floor slope and smoke detector revision 2. 15-1588 PORCH LEFT C.c.u. CODE COMPLIANCE Impact Checked by: D.R.B. ST. LUCIE COUNTY OF 5 C I 7N_UL. I U1'l/`-tI_ IX�./ 1 1;.— 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. l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30Z STEEL. il. 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 IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. Id. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell With concrete and I #5 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'-0" to 9'-Il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L. 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 LO, meeting ASTM A -IL and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = I'-O" FOOTiNG SCHEDULE Mark am Description I 14"W x M"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 140D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"111 x B"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 12"W X I8"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each Pilled cell fi � ECTIONS one 45 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade Y OE. I= I 14'w x 14"d concrete monolithic tooting with (2) #5 bars cont. 14" 1= I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 68 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block tilled with concrete and (2) s1 bars Vert. tied into lintels above Top or rooter 16" below finished floor_ Cdl�l�if►f� Verifg house slab height in field PORCH SLAB EDGE DETAIL Aral P 1/9" = F- #5 bar vart. w/ 30" overlap at each Pilled call SEE TYPICAL ECTIONS Ad,luat curb height based on gar. floor 4' concrete slab with fibermesh OR slope. Ox6" 910/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated Pill :.,ILIA IIIIIII � 30"x30"xl6" concrete column footing with (4) #5 bars each wag TAIL 14"w x 14"d concrete monolithic footing with (2) #5 bars cons. 14" 4" concrete slab With fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coot. 101, (2) #5 bars cunt, bottom steel 12° DETAIL 'A T 9" GARAGE STEPDOWN 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 12" x 12" concrete column block Pilled tJ pL. r- H 1 I C/ / O L with concrete and (2) #1 bars vert. tied I O Into lintel& above 35'-0" 1 8'-IOY2" 8'-IOY2" IS'-3" 7 r m 10'-O" w —I " a e _i—i_i—i—i_i_i_i a e et J ® — � Filled cell underO I — — — — ® FI — — — — , ° girder above O I FI = , ° p Rear Porch Slab to FI be poured sepaLratelg I ofrom House Slab.Thi I w I I I 24"mcxel4 d x1kn n24"L , e zL under Pilled cell " e ° ° ° " I under girder bearing. I " uU ;a a r on I FI Rear IPatio/Slab to 4 FI be fluall with bottom of if ° sliding door recess. I ° I Slope I" I i I , -i FI ° i I I I I i ie I I I o 4" ¢oncrete slab with fibermes OR m� I 6"x6" �j10/10 WWM on 6 all Visq en over H,B. u V cs I cleah compacted termite treat fill I rim) I I-=N I I WASHF_�R DRYER , �— I I FifF- e, I I° i I I ei I II o I FI I I I I o � I I e1 le I.— In I I DW I F- 4" ancrete slab with fibermesh OR FI I " Cx6" /10 WWM on 6 mil Visqueen over cleai compacted termite treated Pill I MICROWAVE I ° I NON-VlNT RED. H.B. ° I Q 3M CLEAR I 2 oraNiNr" _-- O O A/C H. --- � -- , I ° #i ° 4"4' Steel Ballard el -See detail on this sheet I I - 1 I I lul Atm Asswas a0 11 5-23-18 5-23-19 ppen IQ -i I I a 1 6 I eieitherside of l awm flea verdg _ ° ° service location ni O 150 Amp ,rm� 4"s � ° Panel _JN5-23-18 I--- — -----J E ® o-- —lq� ----- ° O O 1.5" Recess for e ° O ° ° .5" Recess for ° I arage oor I 1° I °I Garage oor I I 2'-8" 1 9'-0" 1 T-8" 1 6'-4" Braden I. Braden AIA, PA Winne Building Corp. Architects - Planners el S.E. Coconut Avenue THE W i N D S O R BTel (172) 287-8256 Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaiaecomcast. net g Lucie Count Florida J n+.InP+ PI AdgciL weer-nnnnA'� REAR PORCH LEFT Date Drawn 3-28-18 Drawn by: C.C_U. Checked bg: D.R.B. -a" 1 9'-0" 1 2'-8" Revisions : Sheet 5-23-18 Garage floor slope and Comm # smoke detector revision REVIEWED FOR � " irJ—I5 CODE COMPLIANCI Impact ST. LUCIE COUNT' of s Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Provide #5 bar act in pre -cast lintel into beam where length of Strap trues to well using Simpson MGT with Simpson HETA 20 ROOF i� %` j� I 5/8" din. threaded rod with min 12' in embedment hurricane anchor at each truss I A I Y " " into beam either wet set or in epoxg wiifi It `C9Cal�` I/2 I -O (22) IOd nails into truss. Add blockin to ETA 20 2-4 o.c.) sup ortin Max. truss le r detail on this a eat ROOF SHEETING ATTACHMENT DETAIL filled cell steel into continuous beam block steel. the opening calls for it, °p g i u g per 1810 I S. u Ift - Overhangs at I -O unless otherwise noted on this sheet p 11 - Roof pitch at +12 unless otherwise noted on this sheet ;:::::.:>.,:::: .:>:,.::. :°.:;::::::.•::,...:,: ;::::.; I. Minimum Nall Size = 8d ringshank (min. 2.5" long) -.- =� Provide Cast -Crete --- - = '1 -- = ° - - Truss shop drawings to be provided by manufacturer 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood BUS-OB/OT precast - - - - - - - lintel set in mortar _ -4 - --- --- ' _ -- - 4 BI -too - Any changes to this plan shall be submitted to the BI 4. Use nails or screws bas d on press re for root stated in permit info box on these plans for zone 3 Min. S' Bearing -- -- ,. - - - -- ---�- •. - • architect for approval In writing prior to starting construction. .' '• • •• • ,•, — ALL TRUSS TO TRUSS CONNECTIONS BY oW- BI 4 FT 1. l,l i•I TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior I►t , Provide PT Buck ;- , to construction for layout and uplift verification 4 FT attached per u I I Poured Filled Call etails into filled ee -Contractor to provide for Form Board Survey and to provide 4 FT 4 FT 1- I'll Form Board Survey to Truss Company prior to truss construction _ 4' Silllceat I I! 11 Kell Area Ede Field Fastener ax. Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 8d ring shank -16 pef Zone 3 8d ring shank 84 psf ** Zone 3a 4" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on res ure for r of stated in permit Info box on these plans or zone Verify with Plan Concrete /Lintel Column `1 Rebar to Lintel Rebar 48 Bar Dia. Min. Overlap 12" Block Attachment BEAM SCHEDULE Mark !,or ize and Descrl Lion Two robeam block filled with concrete and 1 u5 bar BI continuoin each row. Hook vert. bar over top bar with s5 90°end bar with a 100 min. lap at top bar. Provide #5 bars with min. 48 bar Fliametore overlap in filled cell. Tie filled cell steel into continuous rooter steel. tinConcrete Pouting . schedule ( `TL:.� _ sea rooter for exact aloe) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = l'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4° b to Vert. leg of trues oa th IOd x I. naib at 4• o"e. I Sampson MdoGdTinto sead going east biai and (A IOd w%Ii!rlmto tress TRUSS BLOCKING DETAIL AT GiRDER STRAPPING, AT CENTER BEARING PO NTS I 1/8" thick ligght textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using Sid nails. Substrate to be 14/32" CDX Plywood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" erewa scrod awith self sealing washer at 12" o-a max spacing over ASTM D !type 2) 30 lb felt underiagment installed wrt•h min. 4 side laps and 6" and 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 recast Lintel #6 bars Lintel Bar Clear "A" "Bit Length Length Span Bars Bars )`tiNr 1 u, l 1 1 t v 1 r n n , n i .:,r � � `:. :•' � � � 2 -10 2'- 8 I -6 2,#3 none t----J t----J IL----J 3'-6" 3'-4" 2'-2" 2,93 none 8F8-OB/(T SP8-I8/IT SPO-►S/2T dditional 4'-O" 3'-10" 2'-8" 2 #3 none #5 bars Tno 3'-2"2,#3 none Row ot'H"'ck Above ;`;5'-4"5'-2" 4'-O"2,#3 none 5'-10"5'-8"4'-C2,#4 none recast Lintel r Additional rI 6-66-45-42,44 none #5 bars t____J l'-O" 4'- 2` 2,45 none SPIL-IS/IT SPI6-IS/2T T-O'" 2,#5 none NOTES: I. min. coverage a steel=1.5" 2. aim- beanng required a me, and=ld" ALL reinforcing steel is grade 40, 3. standard for remr. steel=A57M AGIS TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LiNTEL SCHEDULE Mork lWindow ood ulor tw W I Lintel sale aat-Crete Specification Rome or "HAbo Black " flatus Sine T� Sin Max, LMaL PLateral L22 2'-2' V-6' SPS-OS/IT I #6 $069 l i9 1024 L3I 4'-0- sPe-OSAT 1 85 29LI SAS ills L45 41-50 6'-10' SFS-OS/IT I all 1106 909 334 L50 6'-O' I V-P sPe-OS/IT 1 85 1238 836 121 LAO 6'-s" 1'-N wee-onAT I all loll 12i 934 LSO 8'-O' T-4' sPS-I5/2T 1 #6 2 06 152 611 612 L90 T-O" 10'-6' sPe-I8/2T 1 85 2 #6 643 530 401 L9013 T-O' 10'-6' 11P16-115I ONE I all 2 #6 MISS 1183 401 LIOO 10'-O' I'-4' eP8-1151 1 #5 2 #6 682 444 452 LIOOS 101 II1-4' 8PI6-6/2T ONE I 1 86 1 2 all is" 1028 452 L120 12'-O' IS'-4' OPe-I5/2T I #i 2 all 411 428 324 LI20S rl'-O' IV-4' SPI6-6/2T ONE I all 2 1015 110 324 LNO 14'-O' 15'-4' 8PI6-6/2T ONE 1 8i 2 =0 609 269 LI60 I&I IT-4' SPS-IS/2T 1 85 2 t#05 $00 M2 M4 LFS IL'-0' II sFl6-ia/2T ONE I all 2 q6O 600 I" - 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 W-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurmcana anchor at each truss with (10) IOd x 11/2' nails - 1 24" o.c.) wpporting Max. 18101bs. upidt Aluminum Drip _ Edge t Fascia 12" 2' x4" Kagcan full o vent vinyl adfit installed using 1/8" dia shank x 1.5' long poly. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled Pith concrete and (2) #1 bars vert, ti#T__ -- into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of rooter IV below finished floor ���i���lllllllllll!li � �i�l lilllllllllll IIII.+�+ 12 4r honmrmal now into vertical a Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web m�"\ Is -rib lath vertical wood . to pronde .ration into 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 Pilled call Rear Patio/Slab to be Plush with bottom of sliding door recess. IR Wood Step 4 Slope per per foundation foundation plan - plan Brace Gable end with 2" x 4" SYP #2 Sift back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WO a 24"o.c. TYPIC, if shop drawings bg man if ,,R-30 blown fiberglass in bottom chord oP trusses -1/2' drgwall with smooth finish Two rows or beam block filled with concrete -and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cont. for bottom row over openings 1/2" drywall over I" x furring strips at Ill" o.c. with R4.1 fi-foil -insulation on typical Sit Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onIy proportioned oar FBC R601.1 and Mortar joints &hall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas lax showers, tubs etc...) Fill cell with concrete and (U #5 bar wart. (typical). `Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with Pibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Provide downspout lip ro �w = hurricane anchor at each truss rroriOe vwrsspwr ( 24" o.c.) supportingg Max. 1810 lbs. uphft ( N W to to � X ci r N < W °n a a z-c v in OD Ewe - NON 1-2-19 PANEL "A" Plot BR Load Wre Deeenptioa are$ arc# I Desenptioa Wire Load BR pdn 1 20 1.2 ke $12 RerriWeter 1 R ai 12.0 ko 60 2 1 20 1.2 ke 812 ClsLhas Washer 3 1 20 1.5 ka 812 Kitchen S.A.C. 5 6 Druer s10 5.0 ko 30 2 1 20 1.6 ko $12 Kitchen S.A.C. 1 6 1 20 $12 Bethrsoa Rearpte 9 10 Ar Ccnciapw 010 5.0 ko 30 2 - 1 20 1.2 ke $12 Diahasehar 11 12 1 20 1.2 ke 812 Micranve 13 14 Ar Handler s10 15.0 ko 30 2 1 16 - s14 General Lighting 16 li I 16 a14 General Lighting 11 18 WH 010 5.0 ke 25 1 2 - 1 15 - 814 General Lighting 19 20 1 15 - $14 General Lighting 21 22 GDO &12 0.81 KU 20 1 I I6 - sl4 General Lighting 23 24 Spare Spare 26 24 $pan Spero 21 28 Spare Spore 29 30 Spare PANEL 'A' LOAD CALCULATION SHEET Load Description atm. I Watts Total(Watts) General Lighting l3, watt® ag, ft;),,,,,,,,,,,,,, Small. Appliance. ,Pircult(o ......... ......... .......... . . Rang?......................................................... , Re f rigeretor , , , , , , , , Microwave Dish Washer ,Clothes, Washer .............................................. ,Clothes, Dryer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Water Heater .............. Garage. Door.Opener....................................... 1135 3 5.205 2 1,500 3,000 1 12.000 12.000 1 1200 1,200 1 1.500 1.500 1 I 00 1,200 1 1.200 1.200 I 5 ODO 5.000 I 4 00 4500 I 810 810 Total Watts 35AI5 First 10000 Watts e100% I 10,000 10.000 Remainder 25A15 e40% 1 O 10.241, Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided by Voltage =Total Amps 12L.02 Panel Size Required 150 Am s Electrical SUMbol Legend $ Sir gle Pole Switch ® Recessed Can Light $j Double Palo Switch ® Egeball Recessed e Push Batton Switch Exhaust Fan -8 Duplex outlet ¢ Ceding Mounted Light Speaal Receptacle ♦ Wall Mounted Light erpr ground fault circuit Light with Pall Chain (att e) ® Fkxx Duplex Outlet © Computer Connection Jack ® Carbon Manmade Detector 412 Flood Light T Thermostat m Electrical Panel Central Vac 8 Electrical Meter ® Smoke Detector qV Ceihng fan ® Television Jack Telephone Jack � osc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Q = JUNCTION BOX TO SUPPORT A FAN THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: Iki = 1'-0" l Z-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc- A/C disc. (3) ail THHN Copper 2" PVC Schedule 40 conduit Bpg PA„NEL 200a rated meter can 2" PVC ( FPL)�-"t schedule 80 2' riaid service FPL rods ELECTRICAL RISER #2/0 AL SER Cable With #1 Grnd 2' PVC Schedule 40 conduit sleeve ISO Into attic MCB PANEL 200a rated meter can n bonding point 2" PVC ( FP schedule 80 2' riaid serve - Contractor shall use AL-CU Landing lugs_ - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction banding Pont grains 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 3 TON SEE MANUAL •J' and Energy Cah:ulation for Unit into FM PORCH 141 CFM iOxlOxl GREAT 141 CFM 103111100 DINING ROOM 141 CFM IOidOxl Z•• 12xl22xI00 r-n 12' I 124 CFM IOxlOxi /MASTER BEDROOM WX4 9 CFM LOSE WASHER DRYER LAUNDRY 124 CFM IO)dOxt a rLw i Ih91dO B/A 5o CFM II DW o I I12x6xl SECOND C4 CFM IO cX I 14• BEDROOM KITCHEN I NOC N� VENTIx 20x2O Q T W. j L - - - -12xl2x11 i;B/A �•ee detail on this sheeTHIRD __UJI BEDROOM 22• iI100 CFM AuxI O Y 1 ( IOxix� GARAGE r----------------- T I I I I I I I I I I I I I I I I I I - Verify AiC/KIC Rating prior to ordering equipment ELECTRIC NOTES: - Venfg AIC/KiC Rating prior to ordering equipment I I 1 I I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less From 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon or a period or not than two years ordering. The contractor shall provide circuit routings to Monoxide detectors_ the date of acceptance or certificate of occupancy, or one suit the conditions. 3. Contractor to verify location of electrical year from closing sale of house. ,lob service and provider. Correction of defects shall be completed without additional 21_ Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show ever minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in oP construction. The contractoshall Furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must complyy w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/ C RRefri��.aecc��rii1t.. lines that are run thru slabs must be see inYVG proper working order_ order - 23. All exposed wire below 9'-1' shall be installed in metal EMT I1. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation Shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per II. All work shall be performed bg a licensed electrical meet all standard re ulrementa of the local electric unlit p contractor, the completed stem shall be fully operative. and telephone company, y F C RM1502 12, Contractor shall pay for all,1'eas, permits, testing, and inspections Including blower tooting where regwred. 18, The electrical agetem shall be completely and effective[g 13. AI► Work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and &hall bear underwriters' against the public liability and property damage for the labels where applicable. ko_. duration of the wark_ 150 Amp Panel GOLF CART GARAGE I I I I I I I I I WP GFCI Install oulet under disc. not shown for clarity -s Wire For Front Post Light PORCH \tee ® '# WP GFCI r{ 9 / MASTER BEDROOM I 1 I � � I I I .11 GREA-� ROOM I I LOSET I \ \ O e WASHER DRYER I e \ LAUNDRY DINING ROOM I , 0- I 1 01 I 1 1 �r ITCIJHEI `-'1` ® F I li \ NicRca%Vx iNO [-VENT - REP. r� Sir CLEAR L _Lila._ '4 Steel Ballard as detail on this sheet 22• x l 1 1 Attis Ace"a. T .� L _ ra''-` / I OPTIONAL PANEL ,--/ LOCATION / t 1\ SECOND 1 \BEDROOM I l i�l fl r THIRD i ri ---BEDROOM >1/ \ _►a I \ It41 \ I N, \ \ GARAGE / ` / GFCI A e \ � GFCli j tesi 1 150 Amp L GFCI / / \ GFCI Panel li Garage i \ ^ Garage I Door Door I I Opener I \ a I Opener I \\► I GOLF GARAGE T I I 1 I I GFCI II to garage (lights GFcl I I / WP GFCI ELECTRICAL FLAN O Post L%ht with Photo cep SCALE: 1/4" = 1'-0" Center Post Light between dmrewags Attic Ventina Calculations FBC Total Attic Space = 2101 sq.ft. Venting Ratio VISO = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden t Braden AIA PA 1ne Bu11d1ng Corp. MODEL: Date Drawn : Revisions : Sfieet Comm u Architects -Planners 44111A# 5-23-18 Garage floor slope and Smoke detector revision 411 S.E. Coconut Avenue Tel (-1-12) 281-8258 II�� III * I THE W (I �l D S O R Drawn by: p C.C.LI. S anisfi Lakes Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Checked by: Impact Stuart FL 3499L #AAC000032 St. Lucie Countg Florida OF 5