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HomeMy WebLinkAboutBuilding PlansGulf 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" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min- 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 4 1 SLOPE 5/8" thick light textured stucco on typical concrete block construction 12" . O.H. COVERED ' PORCH O O i 1_. 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood Back using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (typo 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 s acad 6 o.c. at all laps and two etaggared rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet 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 V and tape fastened with corrosion resistant tin caps and with 1.25' ring shank nails �aLed 6` o_! a all laps.annd twosstaggeredLrowL12' o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - II 12 SLOPE 4 EGRES h EGRE8 12" 1H.2 PER 0 O.H. — — — — — — — — — — — -� '- 5/8 thick fight textured — m..m- O'-0" = Finished Floor f.. ------------- n is concrete �p +�1 5/8" thick x e"w cut stucco on t block construction coral finished stucco bands p1 I7 LV SCALES 11/4' 11 2" x 4" top plate II 1/2' drgwall ceiling on truss bottom cord 1/2" drywall on x 4" studs at Its" o.c. base —board 2" x 4" P.T. bottom plate '. `+�. ^yid:�;w:..D—.:.�a••�:.r.A...-.,h.�1]:r�.'�hl��i. [[-�l'�:,i(.^ems y:i2, �,�: •'�,4§:i+�' i�,:?:.y:c:.;r.,;�;:i.ca,�'.:., ,_:.,:1..rrS;t,!�.s;.; C.:, 4" concrete slab with fibermesh OR L"xb' #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition .� A r&, w i Braden s P Uuunne Budding Corp. Architects — Ffanners 411 S.E. Coconut Avenue HE WINDS( Tel : (112) 281-8258 I Fax (712) 287-8283 S an(sh Laken E-mail: bradenaiaOcomcast.net St. Lucie County Florida Atnvirt r-I 1%4gq` Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.S" wood screws with self sealing washer at 12" o.c. max spacin over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 sids� laps and L' and laps fastened with corrosion resistant tin caps and with 1.2.;" ring A nk nails spaced 61 o.c^ at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet FRONT ATION 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 its felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nits into truss webbing. SCALE: 1/4' - 1'-0' 8'—I" BEARING i 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 Budding Code Residential: 4th Edition and ASCE 1-10 for Wind Loading Building[ Design is: Enclosed Risk Category II Wind Velocity: I0 mph ultimate Mean Roof Height: 11,-0, Root Pitch: 4.12 Internal Pressure Coefficient: to_io Subjectabddy to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4■ Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.�2L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+OAgWL: O.bDL+O4 L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.L/-5,.0 psf 3Ro�of Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: '- ' 44 55 Components t Cladding Wind Pressure (NET) WWa I Z�: 5. +J5.8%-38.8 paP Components t 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 DetT Provided?Yes Minimum Sal Bearing Pressure:'25D0 e,i_ Presusrotive: X Bu Test: be ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _9_ psf FLOOR DEAD LOAD: 10 pal JOB ADDRESS: � � Model: Date Drawn Revisions : REAR 3-28-18 5-23-I8 Gar Drawn bg: �� Lok PORCH C.C.U. LE F T Checked bg: D.R.B. floor slope and Rod Zone I Wells Zone 4 - Rod Zone 2 Welts Zone 5 END ZONE Corner Zones - Rod Zane 3 �1 Impact it ST. L CIE COUNTY BOCC R(u (20 Counter top - verify tgpe with contractor FLOOR PLAN Recess top plate "a x 3/8"d for steel wpport aLngle C I) A C. H P O C. T D= T I I_ we detail on this cheat \ TYPICAL NOTES: SCALE 1/4" = 1'-0"Ilk 'd` N.T.S. C 1. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter steel crash post Floor St I ntert t I proceeding with work. p g ee toll op suppor an a Flange with 4 - 3/8" Install AN from each end and _ 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. ` 1/2' drywall -_ S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2h" 2 ALL Concrete used for vertical filled cells. Cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 6. Drywall at ceilings shall be leveled and attached to bottom chord "3/8" D 2%" 12" x 12" Concrete column block filled with concrete and (2) #T bare vert. tied into lintels above \ Base cabinet N 2' x 8' wood etude at lc" o.c. 2' x 8' PT wood plate of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. �.J 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 accessibilitg requirements. 12. Lowest finished floor to be set by Governing Building Department 2'h° 2h" surveyor to set in field. %" ' 13. Separation between residence and garage shall be per FBC R302A. `" 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 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 18. Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C9�60, C1002, C1041,CI111, C1118, CI218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing hlamber Max spacing of fasteners IN wing options for installation oP dr wall into f� Apacmg awmum wood framing members Nails Screws 2' x min. thickness Ceding Perpendicular 24" 1' 12' 13ga 13/8" long with 19/L4' head 0.098' diameter x 1 1/4" long /2 annular -ringed or 5d coder roil OR 0.080' dia. xx 1 5/8" long with Walls Either IL' a" IL' Direction 15/L4' headOR Gy1psum board nail 0.08V dia. x 5/8' with 9/32" head. Ceiling Perpendicular 24" 1' 12' 13ga 15/8" long with 19/L4" head 0.098' diameter x 1 3/8" long annular -ringed or Ad coder nail 0.092" die. 1 1/8' long with Walls Direction li' 8' IL• 1/4' head OR Gy1psum board nail 0.0915' dia. x 1/8' with 19/L4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceding assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyIng smoke E developed index not to exceed 4,A 50 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26ga. 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 AN end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) x I 1/20nnailsa ( 24' o.c.) supporemg Max 4 18101ba. uplift Aluminum Drip, -a Edge E Fascia 2" x AN Sub -Fascia Kaycan full o vent vinyl soffit installed uwnnpp 1/8' dia shank x 1.5' lag gale. rodng nails with 3/8" dia. head per product approval - "a chart sheet ai 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade TYPICAL SECTIC '" vil MASTER BATH 2'I 1 KITCHEN .�` 1-14. 1 . ��„�, 1 1 uY-r 2'AAv �"�i '�i f.' I LAV-iI 2.4 LAUNDRY 2. 1 3' R' I I 1 LAW 2" 2- 2- 2 LAVA 1 1 1 J' . , a es" 3" 2" wo-i d� 2- TA, BATH #2 3' SANITARY RISER 3 nts Window Schedule Mark Size Rough Open. Window Descrilption PRESSURE ZONE I. 4'-6i."x 4'-L %" 54k."x 54Y." Single Hung ZONE 4 2" 1.'-2%."x 5'-3 %a" Is' x L3 %f' Supple Hang ZONE 4 3. 2'-2' x 3'-2h" 21Y2'x W/9' Single Hung ZONE 4 4. 3'-1' x 5'-3%' 1 38' x AS 1/4" 1 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 manufacturer a specs prior to construction on sheet I 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 6'-8' 41' %;' x Fiber lass Panel - Insiong ZONE 4 C L'-Ow X L'-8' 14" x ®1 %2" rr°° a't"' Sliding Glen Dow ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Penal-St-Fold Finished 24' x 81 h" £ I T-v X L'-a. Solid Core - Wood - L-Panel F 5'-0' X V-8' Solid Core - Wood - L-Penal - Bit -Fold G '-8' x V-8' x 1 N' Solid Care Wood, Steel, or Masorste Dow H 2'-8' X L'-8' Solid Core - Wood - I. -Panel J 2'-L" X 4'-8" Solid Core - Wood - L-Penal - 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 bg contractor with manufacturer a specs prior to construction in permit info AND SHALL ON SHEET #1 1' x L" P.T. Buck nailed to Masonry Beam PRE-ENGINEERED TRUSSES block with case hardened nails at 24"asks TYPICAL prior to door attachmen (shop drawings by manufacturer) \R-30 blown fiberplac in bottom chord or truwars -1/2' drymall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar Cont. in each row. Substitute precaat lintel filled with concrete and (1) #5 or cant. for bottom row over openings 1/2" drywall over IN x furringg strips at IL" o.c. with R4.1 ?I -foil -insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and &hall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall 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 vart. (typical). 'Max. apacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at opening* 4" concrete slab with fibermesh OR L"xi' #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill _ a " 114 x 14 Concrete footing with (2) #5 bars Cont. and #5 transverse bars at 48' o.c. Scale : 1/2" = 1'-0' Attach buck to block wall with 1/4' dia. Rico conk screws with inn. 1 1/4' penetration at 12' oc. max and •IN max from each corner thru Exterior face 2" x V PT Back am ersn e8 Wood sera" this jamb into buck Detail at Door n each large and is• tee. mix and na w dos attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK O INSTALLATION r Install amdoas thru buck into block with 3/I4' top -can with 11/2' penetration at i' sic. "x from • eh eornor and 20.' O.C. max th" r et sorbs and 20' o.c. "x Exterior face at lies and eel per product approval of wall Buck to be IN x 4' PT O I"x4' P.T. Buck nailed to Detail at Windows prior with case hardened nails to window ettachnent NTS 12" Verify attachment hole location with GC prior to fabrication 3/e" thick L„ steel bracket COUNTER TOP BRACKET DETAIL N O kn E 12" 8'-10/2„ 12" F 8'-I0Y2" 7-7 y2„ Filled cell under girder above 0 PORCH o WIRE LATH I STUCCO CEILING EGRESS 13'-11" 0 pMASTER BEDROOM ■�■[c]■■■■■[cl��■■■DC DI 8 e dL III Flat Ceiling �% I I 8'-O" to 9'-I " A.F.F. Vaulte Ceding T Rod 11. Shelf GRE,A� ROOM �I J BI I OSE� I ry i L - Rod t Shelf WASHER DRYER 2" I . I LAUNDRY 8'-0" o 9'-8" A.F.F. Ceiling I DINING Vaulted I Valha Iy to b Vanity to be 34 Y2"high ROOM I I I 34 %2 high 42" 18" 3/8" thick steel counter tops to T toll ter top supports �O„ overhang wall 1.5" v I I 5' canter t s to eq. eq. ierhang wa 1.5" L„ Install SGD thru buck into ;':T•' ;.';=.':'-1;:, block with 3/I6" tap -con with 1 1/2" penetration at V o.c. maxx, from each corner and 20." o.c. max thereafter at head per product approval ° Use VIA" tap -con with O ° O O 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval ° IN x L" P.T. Buck nailed to �^ block with case hardened nails a - Head prior to door attachment in fixed door sliding door n Masonry Wall fV Typical Flooring i=• Bottom Trac Bill Install SGD thru buck into block with 3/4." tap -con with S 1 I d I n g D oor D e t a i l I penetration at AN asks max. from each corner and 20." asks max thereafter at Jambs per product approval Jamb At 1'1asonry Wall NTS Braden ! Braden AIAa PA marine Building Corp Architects - Planners ' 1 Dw i o o +41" high wall I I" I SECOND I KITC1HEN I BEDROOM o P 8'-0" to 9'- " A.F.F. 8'-0" O m Vaulted �ailing peer cabinets to I Flat Ceiling � I extend ova Ref. I r I ICR4 11111"S NON VENT L � 3IS CLEAR OPENMG n , _ - - it - -0 Batts Irr.iistion G .r M ; r - ' ^// 44 4 See Steel Ballard detail on this sheet Provide auto closerFE ° THIRD BEDROOM 1 A 2tua Acceess w� 0 3 1 a OI r L-00w „ -J - eFl 8'-0" A.F.F. D t Ceing Flat Ceiling ,4RAGE J I2'-8" in O lock wall in g rage to be " ° MT11-11 N struck ock�0 2'-8" ° 13'-O" " 0 R-Deets hadsuori 0 Am Provide auto 15p EMERGENCY closer Panel r - - - -------------1 EGRESS -7 ---------------- 1 I B I In Ib b I I ;GOLF CART 'I I GARAGE I S.E. Coconut Avenue THE W I N D S O R fft5Telel (112) 281-8258 Fax : (112) 2 81-8283 Spanish Lakes E-mail: bradenaia comcast. net g�" Luc1e County Florida W a w 8_ w H a- 13'-O" I in 11011 1031 0 0 ° o ° 0 ® 9'-O" 2'-8" L'-4" -8" 9,-0„ 2'-8" REVIEWED FOR 35'-O" -- CODE COMPLIANCE Square Footage Breakdown T. LUCIE COUNTY Total A/C Space = 1,153 eq. ftROCC Covered Porch Total = 212 eq. ft. Garage = 459 sq. ft. Total Cubic Ft = I4,024 under Roof Total = 2,484 sq. ft. Date Drawn Revisions : Sheet Comm REAR 3-28-18 5-23-I8 Garage floor slope and smoke detector revision 115-158B PORCH Drawn bg: 2. LEFT C.C.U. Checked bg: Impact D.R.B. OF 5 i----- --I-1 0 1 iq;;�UL. I Url;;�/—'tl_ IN / I =.7: 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 B. 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. 1. 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) = 4-1 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 - 30-7 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 1 #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'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless Otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-14 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. SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark sacs Dewrlotm I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 144D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0- 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled call,,SECTIONS one 45 bar continuous Vxd" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated rill 4' concrete slab with fibermesh OR GRADE VxV #10/10 WWM on 10 and Visqueen over ;;::,;-,.•, clean compacted termite treated fill Grade N- PORCH SLAB EDGE DETAIL 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. SCALE 1/2" = 1'-0" 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL I 30' overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM On 10 mil Visqueen over based on gar. floor 4' concrete slab with fibermesh OR clean compacted termite treated fill slope. Vxd" 910/10 WWM on 10 mil Visqueen over #5 bar Cont. #5 bar in curb clean compacted termite treated fill O'-O" a F.F. Grade a V CIA 10° (2) #5 bars cant. bottom steel 14"w x 14"d concrete monolithic ' —I IIII—III footing with (2) #5 bars Cont. 12" 14" 2 DETAIL AT b" GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12' x 12' concrete column SCALE 1/2" = 1'-0" block filled with concrete and (intels above #'I ban Vert. Gad into lintel* Verifg house slab 4" concrete slab with fibermesh OR height in field Cx6" #10/10 WWM on 10 mil Visqueen over To or rooter 9 clean compacted termite treated fill 16"pbelow finished Pine � #5 bar cont. 10" (2) #5 bars Cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN Ar_Al 1= 1/9" = V-C)" 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 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 95 From Footing To Tie Beam 12' x 12" concrete column block filled V pL. r' /A I I V / 0 L with concrete and (2) #1 bars vert. tied I Into lintels above 18'-I0Y2" I 8'-I0Y2"-1111- m 10'-O" T J �� — J Filled cell under O ° I FI girder above O (FI 1 0 4" 1 I ® p Rear Porch Slab to L F1 1 p I as - be poured separatelg 1 Ofrom House Slab. I two I I 1 24"wicxe14 to d ox'n24"L 1 1 under filled cell 1 under girder bearing. _ _ e' —J r I FI Rear IPaGo/Slab to � FI 1 be flust with bottom of sliding door recess. I Slope I" I _i I FI I I I I I I I I o ° 4" ¢oncrete slab with flbermes OR m� I 6"x6" �10/10 WWM on 6 mil Visq en over ;0 at I cleah compacted termite treat fell .� a aN ,L ° I I o 1 i 1 I WASHER DRYER 8FI I EJ I I I I id 01 I I II I r I I I I I °I I O m I i DW I 0 0 1 I 1 4" dencrete slab with fibermesh OR Fl I 0XV /10 WWM on 6 mil Visqueen over cleai compacted termite treated fill 1 1 MICROWAVE 1 NMA REl 1 9e" CLEAR oPlNR16 0 r 1° Steel Ballard See detail on this sheet I Ir iL I I I I Attic Agam 1 1 1° i 1 I F_ I I� I " Iz_a I I aq 2 1 I 1 0 1 1 6-23-1M 5-23-18 I° pa © `!}1 — Q g, I MatLeeither Nde "o°r1 I I — , — — — — — — — — ouse field verity L�Jservice location O o � — -- -- ; —, r I I° 4 a p IL\ 15Pa of p I I I , _I o ©, -i F- ' °I I 1° 6'-4° I 6-a3-1e 1 -- — — -� o � ® ° t----®------J ° I T-II O_____ 9. 171 P-- 0217 r 1� Conc. Fill To Be 3000 PSI I See Floor Plan For Location 5-23-Is 2'-8" 9'-0" 2'-13" 6'-4" Double Filled Cell Column Single Filled Cell Column NTS NTS Braden 4 Braden AIA, Architects - Planners F11 411 S.E. Coconut Avenue Tel B (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Wynne Building Corp. THE WINDSOR S anish Lakes S . Lucie Countg Florida Date Drawn : Revisions : REAR 3-28-la 5-23-I8 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. LEFT Checked by: D.R.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUP LL BOCC Sheet Comm # 3 15-158B impact OF 5 #5 ROOF I O SHEETING Provide bars with min. . bar Provide a5 bar set +n pre -cast overlap into beam. Tie lintel into beam where length of dlled Scale I/2" = I'—O ATTACHMENT DETAIL cell filled cell steel into continuous the opening calls for it. beam block steel. op g + ++ - Overhangs at I -O unless otherwise noted on this sheet - Roof pitch at +12 unless otherwise noted on this sheet I. Minimum Nall Size = ed ring shank (min. 2.5" long) Provide Cast -Crete -- =- = = - - - Truss shop drawings to be provided by manufacturer 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood BUS-OB/OT precast ------ Intel set in mortar _ - _-�+ _ -4 -- -- ` = - Any changes to this plan shall be submitted to the 4. Use nails or screws bas d on in permit info box on these pans ress re for root stated for zone 3 Min. e' Bearing -- -- =- � - - -- r � ` - • ---�- � _ architect for approval in writing prior to starting construction. o 11 '•' •' ° '� , — ALL TRUSS TO TRUSS CONNECTIONS BY 4 FT . ,=.; TRUSS MANUFACTURER I Architect to review Truss Shop Drawings Prior t4 AAA Ili Provide PT Buck rll ;- 1 to construction for layout and uplift verification 4 PT I ,I attached per jamb details into filled cal i 1 Poured Filled Cell - Contractor to provide for Form Board Survey and to provide _ 4 PT 4 PT 1. I" I Form Board Survey to Truss Company prior to truss construction IL _ 4' Sill cast 1 .1 Provide #5 bars -diameter* overlap with min. 48 bar in filled cell. Tie W 4 FT 4 PT I ,1 filled call steel into continuous r d<; t' rooter steel. Kell Area Ede Field Fastener Max Pressure Zone I 4 " 8d ring shank 45 psf Zone 2 L" 8d ring shank -16 pef Zane 3 " Sd ring shank 84 psf ** Zone 3a 4" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for r of stated in permit rnfo box on these plgns for zone Concrete / Lintel Column Verify with Plan `ht1 Reber 48 Bar Dia. Min. Overlap to Lintel 12"x 12' lump Block Reber ! I ;. Concrete Footing J L (see rooter schedule for exact aloe) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS 2' x 4' bkxkra to vort. leg of with IOd x ll now at 4' oc. I Simpson MMOT�mitol =1 mong slit bias and l22) IOd Wma to trans TRUSS BLOCKING DETAIL AT GiRDER STRAPPING, Attachment Al CENTER BEARING POINT NTS l/8' thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using Bid nails. Substrate to be 19/37" CDX Plgwood nailed at L' 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 26ga. 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L oc. 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 "All #6 bars Lintel Bar ClearB r ;,.: •. <;: :;j �i otEAie Length Length Span Bars Bars isrh 1 ! �.,T, j s•t 1 -10" 2'-8" I'-6" 2 #3 none 3'-6" 3'-4" 2'-2" 2,1t3 none BPB-08/IT 8PS-IB/IT SP8-I8/2T dditional 10" 3'-10" 2'-8" 2 #3 none #6 bars CLEAN .^= 4'-6" 4'-4" 3'-2" Z#3 none no Row of W >y Block Above ,o„' 5'-4" 5'-2" 4'-0" 2 #3 none t';'•': 5'-10" 5'-8" 4'-6" 2,1;4 none F '•:F`.:!. Precast Lintel Additional 6'-6" 6'-4" 5'-4" 2,t<4 none i #5 bars 1 te 1'_6" 1'-0" 6'-2" 2 #5 none BPIL-18/IT BPIi-ID/2T 8'-4" �'-10" Z'-O" 2 st5 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=a" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=A57M A1,I5 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark W D Unit Widt Lintel Sias Cast -Crete S eiheation 'No Romeor Above , Bottom Stool S1 Top Steel am MG mg Lead (PLP) up�Nt Land (PLF) La oral Load (PLP) L22 2'-2' V-0 8P8-08/IT 1 05 3064 15111411 1024 L31 --8'� '- 4'-0' 8PS-OISAT 1 85 Z6N 1343 10 L45 4'-54 5'-W 81118-08/17 1 86 1108 1 1104 334 LSO S'-O' L'-IV 8F8-05/IT 1 85 1238 an 121 LW L'-8' T-L' 8PS-OBAT 1 85 101 121 534 LBO 8r-O' T-4' 8PS-I8/2T 1 #6 2 86 152 591 512 L90 9'-O' 10'-4' 8PS-I8/2T 1 #5 2 #6 643 530 401 1908 sr -On 10'-L' BFIh1151 ONE 1 #5 2 #6 loss us 401 LWO W -0' II'-4' BPS-18/2T 1 85 2 86 982 444 452 L10015 W -O° ll'-4' BPIL-6/2T ONE I as 2 as Is" W28 452 L120 IT-O" 13'-4" SINS-10/2T 1 $5 2 86 411 428 324 L1208 Ill IV-4' BFIL-1115/2T ONE I If 2 a6 1015 110 324 LNO 14'-O' W-4' BFIL-15I ONE 1 85 2 85 1250 604 2511 LILO W-0' IT-4' SP8-18/2T 1 a6 2 #o 300 M2 M4 LILOB W-O' IT-4' SPIL-6/2T ONE I #6 2 #5 950 900 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 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricqq s anchor at each truss with (I<)J) IOd x 11/2" nails - t 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip _ Edge t Fascia 12" 2' x V Kagcan full o vent vinyl soffit installed well 1/8' all shank x 9.5' long gale. roofing Haile with 3/8' dia. head per product approval - we chart all 81 12' x 12' concrete column block filled with concrete and (2) 81 bare vert. tied into betels above thicken edge to B'x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finiahed floor 12 4 1/2' tMak stucco an Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truQ118\ with (2) 10d at each web 9l 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 cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — a Slope per foundation plan Wood to w � X t_ Q a-1 O A m N a) n W a 0 wi 11 in in go O� E r Brace Gable and with 2' x 4' SYP #2 Sft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES m 244o.c. TYPICAL l shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar al in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over i" x furrin strips at IL" o.c. with R-I Ili -foil -insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlyy proportioned�,Der FBC R401.1 and Mortar uoints shall coinply with FBC 1CL0'1.2.1. Provide Dur-O-Rock at all wet areas fox showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). p 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with hbermesh OR VXV #10/10 WWM on L will Visqueen over Z clean compacted termite treated fill IIII =-i l - �IIIIIII��IIIIIIIIIIIIIIIIIIIIIIIII IIII -11—III III III ii _ IIII ' i —_IIII IIII IIII- IIII iiii ,lull I I��i: :�. �: •�: �� � ,ICI I��� - FI Tcplcal Section at Front Ford Scale : 1/2" = 1'-0" n H W N` W Provide downspout trap trues to wall using Slmpeon MGT with Simpson HETA 20 dia. into threaded rod with min 12" beam either wet set or in embedment epoxg with hurricane anchor at each truss (22) IOd nails into truss. Add truss leg detail blocking to\ this 24" O.c1810 pportinpgft Max. ETA 20 per on sliest s. u II 'PAW lolI IN VAJ I FAA OVA BI IOWN M M 6 In VrAd 'WA WAWA I FAA `I12 _'WA VAA VAPA INa FG 5v Crimp, Metal roofing FL #11011.12 was STY D OnI PA or eAA wml ki'll'-Limil ZI resistant tin caps and with 1.25" ring shank nails and tworista gered rows 12' o in fie ac'rTral --i OL"kal ------ Attic Access Now eIon _ •. III ��! �IHIM C—HETA 20 ETA 20 Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide dwnspout ( 24" o.c.) supporting Max. 1810 lbs. uplift to to X OU C4 n n t`I =t aa7 ti w p® 411.9) OD r, �C4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC -2-19 PANEL "A" Palen OR Load Wire Description arcs arm Desenptron Wire Load OR Poles 1 20 1.2 Its $12 Rerrworator I merge ai 12.0 ko 60 2 1 20 1.2 ks $12 Clothes Washer 3 1 20 1.5 ku $12 Kitchen S.A.C. 6 L Dr or s10 6.0 ko 30 2 1 20 1.6 ko e12 Kitchen S.A.C. I 8 1 20 - $12 Bathroom Recopts 9 10 Air CTOROW e10 5.0 ko 30 2 1 20 1 1.2 ks $12 Dishoasher II 12 1 20 1.2 ks s12 Mrcrousve is 44 Air Handktir •10 6.0 ko 30 2 1 15 - 614 General Lighting 16 it 1 15 - e14 General Lighting 11 la WH 810 5.0 ks 26 2 I 15 - a14 General Lighting 19 20 I 15 $14 Geeral Lighting 21 22 GDO s12 0.81 Kill 20 1 - I 16 - s14 General Lighting 23 24 Spero apsm 26 26 Span Spam 1 21 1 28 1 Spare apem 1 211 1 30 I spar. PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General L�ghtmg l3, watts aq Pt) ........................ Small. ApplrAncq. Circult(O .. ......... .................. ,Range,,,,,,,,,,,,,,,,,,,, Refrigerator........ I ................... .................... Microwave, .................................................... Dish Washer ................................... .............................. Clothes, Washer ................................................ Clgihp®..?t9?r................................................ Weter Heater Garage.poor.Opener....................................... 1135 3 5.205 2 1500 3,000 1 12.000 12.000 1 1200 1,200 I "Soo ISOO 1 1,200 1,200 1 1.200 1.200 1 5 000 5,000 1 4500 4,500 1 810 810 Total Watts 35r IS First 10000 Watts e100% I Joppo 10,000 Remainder 25AI6 940% 1 O 10.244 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = 150 Amps] Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Egarbag Recessed e Push Button Switch Exhaust Pan -8 Duplex Outlet ¢ Calling Mounted Light Special Receptacle ♦ Wag Mounted Light =ftaearpr ground fault orcut Light nth Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Placid Light Thermostat ® Electrical Panel Central Vac 8 Electrical Meter ® Smoke Detects Calling Pan ® Television Jack Telephone Jack A �;C A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Florescent L ® Speaker Nook -Up = JUNCTION BOX TO SUPPORT A FAN O THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT Z-2-19 SCALE: 1/4" = 1'-0" PIELD VERIPY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 192/0 AL SER Cable (3) #1 THHN Capper With #1 Grnd 2" PVC Schedule 40 conduit 2' PVC Schedule ASP 40 conduit aleeve .AMP li H into attic MCB PANEL AHU PANEL AHU 200a rated meter can 00a rated can MQEE R Intersystem bonding ;et@f ME ER Intersystem bonding 2" PVC ( FPL Termination pont " PVC ( FPL Termination pant schedule 80 chedule 80 2- ri id aerviee FPL 2" ri id service PPL GEC Barls� e�ps� wine avowed GEC Bar�sl� c�pe� wine to a vanaed ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verrfg AIC/KIC Rating prior to ordering equipment - Verirg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke f Carbon Monoide detectors. 3. Contractor to verifg 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. L. Recessed cans to be Installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must complyy w/ FBC RMIL02 9. A(C Refri t lines that are run thru slabs must be sleeved in jV� 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 fully operative. 12. Contractor shall pag for all Yeea, 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 3 TON SEE MANUAL 'J' and Energg Calculation for Unit into AiC PORCH 141 CPM IOx1Ox1 141 CPM IOxdOxl GREAT 141 CPM IOxlOxl 12x12xx1O r-s 12' 124 CPM IO)dOxL (MASTER BEDROOM 124 CPM IOWOx4 C. 1�1xa�xl0 B/A 8x4x4 9 CPM LOSE 50 CPM -- Vent flit - o Sx4x4 '--Soffit 45HER DRYER LAUNDRY *4 *10 . 4"4 Steel Ballard -See detail on this sheet I I I 22' x 64'-1 I td l 1 Attie Access I 0 1� 2 I I L_"h't__J i,�QQI l 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 I 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before Pre@ or defects for a period of not less than two gears 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 ang or as selected bg others. other phase of Installation that mail have been damaged. IL. It is not the intent of these plans to show everg minor detail 22. All racewags 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 ang other service. the requirements necessary for the equipment to be placed in proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 11. 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. D_ryger Vents to be installed per meet all standard requirements of the local electric utilitg FSC RMI502 and telephone company. 18. The electrical system shall be completely and effective1 grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. *. -0 \18x4x4 Ill CPM 12xixl SECOND BEDROOM THIRD BEDROOM 100 CPM IOxi)L 150 Amp Panel LF C,otRT GARAGE I I I I I I I Install oulet under disc. not shown for clarltg WP GFCI .� � PORCH I> WP GFCI e / I I GREAt ROOM EA I I LOSET I \ I \ I � o \ ASHER DRYER I \ v LAUNDRY \ MASTER BEDROOM DINING I �oe N1 ROOM I , a I I I ITC'HE� I it \ ...NC7N-VEnWN-VI Ya n NT � REF. J 3e• CLE 10 L -/III. - - oPERm GFC #I SeSteal Ballard Sedetail on this chest 22' x 54' 1 1 Attic Ate. -r rj L -am-- - // 1 OPTIONAL PANEL LOCATION / 't 0 t•cs; tD �Jjy I� 11 SECOND 1 \BEDROOM 1 GARAGE / - / / GFCI 1 \ GFC -q / P \ 1 ISO Amp GFCI / soiriR \ / GFCI Panel r--------®=------� \ r�-= �--------i Garage \ '' Garage Door I Opener I \ w� I Door " I Opener GOLFT L,4FR,C4 CART 14 Wire For I I \\ � Front Post i i 1 i i Light I I to garage talus G GFcI ry n WP GFCI riEvie vED FOR ;ODE COMPLIANCE ST. LUCI E COUNTY ---- ELF.CTRICAL FLAN"OCC o Post Light with : Photo call SCALE: 1/4"v Ir_ou Center Post Light beitmeen driveways Attic Ventina Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden t Braden AAA, PA lU�nne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Arclutects - Planners =4=j#-23-18 Garage floor slope and smoke detector revision 411 S.E. Coconut Avenue Tel : 1112) 281-8258 III C, THE `�+ I N D S O R � Drawn by: E - j p Fax : (112) 281-8283 JIB C.C.U. Checked bg: I Impact S anish Lakes E-mail: bradenalaacomcast.net Stuart FL 34996 #AACOOOO 2 S Lucie County Florida D.R.B. OF 500