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Home My WebLink AboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofongPFL #11451.12 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 underlayment installed with min. 4 aide laps and 6" end aps fastened with corrosion resistant tin caps and with I. " ring shank nails spaced 6" o.c. at all laps and two staggered rows 12' o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete 12 block construction SLOPE 14 '•. 2„ o 3 COVERED (DPORCH W R ,--——————————— — — — — -- -- — _,, � ;�, --------- — 1 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8' thick cut coral finished stucco bands I G H T F., _� E V gee T I O N SCALE: 1/4' = II Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #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, f aide laps and V 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 PE GRESS i 5/8" thick light textured stucco on typical concrete block construction "T, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ge. 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 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 Iapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet stucco on tgprcal concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' a 1'—O' 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 stress with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 sidda laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpsick to trusses using attachment detail on this sheet -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nads. Substrate to be 19/32' CDX Plgwood nailed at 0 o.c. in field and edges with IOd ring shank galvanized / nails into truss webbing. I� it [OI it I I[O71 � IN 110 Mw 1 11 Sm 2" x 4" top plate 1I "1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base —board I I / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VW #10/10 WWM on 6 mil Viaqueen over clean compacted termite treated fill Interior Non-Bearina Partition rlf s, SCALE: 1/4' - 1'-0' 0'-0' = Finished Floor € ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCEI-10for Wind Loading Buildin Deign is: Enclosed Risk Categol� II Wind Velocity: IL5 mph ultimate Mean Roof Height: IIII'—Oo• Roof Pitch: 4:12 Or internal Pressure ant: t01n Subjectabdity to damage from: Weathering: Negligible Termites: Vera HeavuWidth of Roof End Zone: 3'-4" Wind Speed:IL5mph ultimate Wind Exposure Classification: C LZI x O L= 0.�2L Adjustment factor for Exposure Height: ASD desi n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.1,WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 pal Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-48 Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 Pal Rod Zone I Wall Zone: 5. +35.8/-41.8 per Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3ps1 Shear Walls Considered for Structure? Yes Continuous Load Path Provided? m Rod Zone 2 � yy�� Walt Zane 5 ponen Are Comts an Cladding Detta s Provided? Yes END ZONE Minimum Sal Beenng Pressure: U29e. PresimpUve: X B Test: psi S E ODUC AP ROYAL F RIM A T P O E TION F R O E IN S � s Corner Zones Rod Zone 3 ROOF LIVE LOAD: 31 fief ROOF DEAD LOAD: 10 Pat FLOOR LIVE LOAD: _ff_ paf FLOOR DEAD LOAD: 10 sisif JOB ADDRESS: "S �;T; I..UPIE COUNT ncc 10/9 FLOOR PLAN Recess top plate L'w x 3/8"d with coo top - vanfy typo p35'-O" for steal support angle with contractor CRASH POST DETAIL 8e detail on then sheet Is'-3° a'-1oY2" 1 " 8'-10 y," TYPICAL NOTES: SCALE I/4" = I'-O" 7'-7yz" rt'-7%2" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter 2 proceeding with work. steel crash post. Floor Steel countertop support angle - p g Flange with 4 - 3/8" Install 4' from each end end Base cabinet " ° 11.1. ° ° Lai ° 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 ksi steel plate) see angle detail EGRESS 12' x 12" Concrete column 2" x 8" wood studs block filled with concrete and a minimum 1,4 00 P.S.I. fiber stress. 6" 1/2' dr wall at IL" o.c. 13'-II" p (2) #'1 bars vert. tied into 4. No dissimilar metals to touch. y o lintel& above 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ��" 2%" 2' x e" PT wood plate ° o Filled cell under PORCH ALL Concrete used for vertical filled cells, cost. tie beams etc.. to girder above shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° WIRE LATH t STUCCO 6. Drywall at ceilings shall be leveled and attached to bottom chord =3/e' O KITCHEN ISLAND FRAMING DETAIL C19, EILING of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2�zi," 3' 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. II. 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. 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 5. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. 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. R316 - see permit info box of code edition 8. Gygppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Ccf60, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Drywall Thick, Location Orientation Framing Member Mex s akin M fasteners Nod wizing options for Spacing installation drywall into Maximum Nails Screws ggot 2 ox framing s n. thickness Ceiling Perpendicular 24" "I" 12" 13ga 1 3/8' long with III head 0.098' diameter x 1 1/4' long „ y2 annular -ringed or 5d coder nail 0.080' dia. x 1 5/8' long with Walls Direction 14' 8" 1L' 15/64' headOR Gppsum board nail 0.080 dia. x 1 5/8" with 9/32' head. Calling Perpendicular 24" T 12' 139a 1 5/8" long with 19/L4" head OR 0.098' diameter x 1 3/8' long annular -ringed or Ld coder nail s 0.092' dia xR 1 1/8' long with Wells Either IL" g• IL' Direction I/4* head OR Ggpsum board nail 0.0916' dia. x I 1/8' with 19/L4' 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 AI31.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceding assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanging smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21. 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 ftype 2) 30 lb felt underlayment installed with min. 4 side laps and V 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 Cock to trusses using attachment detail on this sheet i�. I2 2' MASTER IBATH 2. l�. yi LAUNDRY I I I 1 1 1 2"1 I I 1 vi ` go �• i 3" silrai " 3 woi 2" 2 Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE 1. 4'-5Ys"x 4'-1,'/a" 54i"x 54Ya" single Hung ZONE 4 2. 111 Ya"x 5'-3 %a" 15' x i %," Seigle Hung ZONE 4 3. 2'-2* x V-2%" 21h"x 3858" Single Hung ZONE 4 4. 3'-1* x 5°-3%" 38' x L3'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction 6. Door Schedule Mark Size Rough O e ing Door Description PRESSURE ZONE A 9'-0' X 1'-0" 108' x 84' Overhead Geroge Door ZONE 4 B V-0* X L'-Bx 416'/4" x Fiberglass Panel - lm ing ZONE 4 C L'-OM X L'-so 14' x 81 'h" ,. sliding Glows Doer ZONE 4 D 2'-0' X V-8' Solid Core - Wood - I. -Panel -Bi-Fold Pirrdted 24' x 81 %d' 9 2'-6' X L'-8' Solid Care - Wood - L-Panel F 5'-0' X V-8' Solid Core - Wood - L-Panel - Bi-fold G 2'-8* x L'-so x 1 N" Said Core Wood. Steel, or Masorete Door H 2'-8' X V-8" Solid Care - Wood - L-Penal J 2'-6' X V-8' Solid Care - Wood - L-Panel - Br-Pold 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 #1 Simpson HETA 20 or equal hurricane anchor et each truss 12 Masonry Beam with (10) IOd x 11/2' nails I" x 6" P.T. Buck nailed to f 24' ox.) eupporting Max. 4 I - PRE-ENGINEERED TRUSSES block with case hardened nails 18101be. uplift at 24 o.c. TYPICAL prior to door attachment (shop drawings by manufacturer) Aluminum Drip -�-0 R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x V Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar Cont. in each row. Substitute Kagcan fug o vent vmul soffit installed precast lintel filled with concrete and (1) #5 mngg 1/8' dia shank x I.5" long lowly. bar cunt. for bottom row over openings roofing nails with 3/8' dia. head per product approval -see chart sheet #1 1/2" drywall over I" x furrin stnppa at IL' o.c. with R4.1 Pirfod _ inaulation on tgpical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. block construction ro Mortar to be Type "M" onTg proportioned per FBC RL01.1 - and Mortar lonta shall comply with PBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each filled cell lU #5 bar vert. (typical). ax spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Cr Grade e l _ 14" x 14" Concrete footing with (2) #5 bars cunt. and #5 TYPiCAL SECTIONtransverse bars at 48" o.c. Scale : 1/2" = 1'-0" KITCHEN r ,MV e 12' I I N 2' LLAV-1 1u2, V BATH 82 SANITARY RISER Attach buck to block mall with 1/4' dia. Elmo cone screw* with mn. 1 1/4' penetration at 12' o.c. max and 4' mix from each corner thru two 2' x L" PT Buck Exurwr no YIM a8 Wood screws thru jamb into back Detail at each hinge and 15' *1 max and at Door pear to dam' attaahmont NTS INSTALL VULKEM BLOCK SEALANT T ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION i Instal windows thru buck into block with 3/I0 tap -can with 1 1/2' penetration at i' o.c. max from a&+ corner and 20.' &a. mex thereafter at .Iemba and 20" o.c. max Exterior face at head and oil per product approval or mall gunk to be r x 4' PT Vanes I'x4' P.T. Buck nailed to Detail lock with came hardened nails at Windows prior to window attachment NTS IT 3"� r Verify attachment hole location with GC Install SGD thru buck into prior to fabrication block with 3/16" tap -con with 3/8" thick 1 1/2" penetration at 0o.e. max steel bracket '_'"'from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1' x 6' P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door IY Masonry Wall -. ^Bottom' Trac Typical Flooring Bill Install SGD thru buck into block with 3/IL" tap -con with S l l d i n g D o o r Detail 1 1/2" penetration at 6" o.c. max from each corner and 20." o.c. max area at at Jambs per product approval Jamb At Masonry Wall NTS Braden i Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaOcomcast.net CLt.im,.t 1=1 'AAQQ1 #tAA/%nn^r z I MASTER BEDROOM 8'-O" A_F.F. Flat Ceiling I I ® I Rod t Shelf 8'-O" to19'-8" A.F.F. T Vaulted Ceding in ao �� GREAT'ROOM N �LOS T I o I sc _ Rod E Shelf = n I to be high C-4" III DRYER ASHER I In LAUNDRY I to 9'-8" A.F.F. d Vaulted Ceiling I \34 ),,1#hNING V=omlt t 11 I ROOMI counter Lops t. 13/8' thick steel overhang wall 15" I counter top supp is t,l SECOND q BEDROOM e'-O" A.F.F. O Flat Ceiling t1 12'-e" 11, THIRD, BEDROOM FM top& to 1 wall 1.5" -� -�--� aw C110 _JI +41" high wall I 1 ow I o a I I I KITCHEN - I I rlib8'-O" to 19'-e" A.F.F.__ iI Vault d Ceding M O Upper cabinets to - extend over Ref. I MICRO RlF'. NON-V INT l I l OPENING L - - 2' Provide auto %� R-1 Batu Inwukeieii `r V w'H' closer 4"� Steel Ballard © Sae detail on this sheet ul OFla > r 2tx xA`aass , I zI A ` am `ght J I k --� - - rillIQ s 8'-O" A.F.F. IRV Flat Ceiling GARAG I4 0 ° MT ° garage to be 2 _e struck block r+ ° EMERGENCY EGRESS i_____________ ___ � I 1 1 1 1 r I 1 1 I o t t I I I I N Die 6 c i uD co in ZL r Nb z H.B. O a- N A 2'-8" ® 9'_0„ 2, 8., 6 _4„ 2,_8. 9'-0,. ® 2' 8" REVIEWED FOR -I- J145CODE COMPLIANCE ST. LUCIE COUNTY Square Footage Breakdown SOCC 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. W gnne Building Corp. Date Drawn : Revisions : Sheet Comm # j REAR Drawn 5-23-18 Garage floor slope and T H E w I I�I � D S O R PORCH Drawn log: smoke detector revision 21 15- I c.c.u. Spanish Lakes RIGHT Checked bg: Impact Si. Lucie County Florida D.R.B. 01= 5 1 rN, U lr I U r\ /-,\ L_ I Y L/ I I_ - I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 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 PILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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 #1 EXPOSURE =" C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E 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: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fib 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 proceedingWith 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 1 1*5 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" 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-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = I'—O" FOOTING SCHEDULE Mark Sme Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY B'W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®x With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB • 0'-0' 6 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" overlap S ECT ONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ti �1110111 � � TYPICAL FOOTIN 14"w x 14"d concrete monolithic footing with (2) #5 bars cost. ETAIL 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill s #5 bar cont. �� #5 bar Vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ - ,. , tr tra;0 101, (2) #5 bars cunt. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-O" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IL" below finished floor Verify house slab height in field III x 30"x30"AV concrete _1 column footing with (4) #5 bars each way SCALE 1/2" = If mlwi i! "- ■min SCALE 1/2" = 1'-0" 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-01, (III I I 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ARAGE CURB J SCALE 1/2" = it. 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cont. 101, (2) #5 bars cont. bottom steel 1r' DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 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. 2" x L" PT wood secured with \ 3/8"dia. x V anchor bolt at IS" 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 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 #5 From Footing See Floor Plan For Location g To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location . Double Filled Cell Column Single Filled Cell Column NTS NTS r— — — — — —� 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above 1Y, 8'-102" I ° lo'-off — — `a I I I I I ° ° ° o p ° o ----�----- i ® L— J® ® ©Lit I FII 2,q 2j Filled cell under girder above I©I J r Rear Porch Slab to O be poured separatelu p ju ® I ryl ° from House Slab. O 0- Thicken footing to I 24"w x 14"d x 24"L I k I under filled cell ��j I under girder bearing. I ° ° �Q FI J4 °I I I I °I ° H.B. A/C Rea Patio/Slab to FI be flush with bottom of 1 sliding door recess. Slope I" I ��yyI LJ' I I I I I 4" concrete slab with fibermesh OR I I 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I� I I I oYER ASHER I IQ I I I I I I I F-a ° i- F- I I �- I ° I I I °I I° r I OW I I I , FI \1 4" concrete slab with fibermesh OR L"xL" (CI0/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I MICROWAVE i I sr c�lAR ° OPENING • O I i 4'$ Steel Ballard ° i I See detail on this sheet I F`#>1 1 I I IF 11 I Q I i o F5 I L — ca q////, F6------ r — — — — a ° I I ° r — — — — — — — i ° ° I a" LU I O 14 step LU I Io -4 I F517 °L---------4J*—----- — ° ° ° 1.5" Recess for O — — a ° ° ° 1.5" Recess for O 00 arage Door ;a arage oor 9'-0" 2'-a 6'-4" 2'-8. 91-01, 2,-S" Braden t Braden AIAe PA Architects - Planners Wynne Building Corp. Tell S.E. Coconut Avenue f j�l D C� THE FB Tel : ('i12) 281-8258 W IC I `� v 4 S ankh LakesE-marl: St. Lucie Count Florida Fax : (112) 281-8283 bradenaia comcast.net Stuart. FL 34996 #AACOO0032 0 m Date Drawn Revisions : REAR 3-28-18 �-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. H.B. REVIEWED K CODE COMPLIANCE ST. LUCIE COU' SOGC Sheet Comm # 31 15-159B impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these pans for zone 3 II Area Ede Field Fastener x. Pressu Zone I 611 4 of8d ring shank 45 psf Zone 2 4 " 4 of 8d ring shank lG psf Zone 3 4 to 11 If8d ring shank 84 pat I* * Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Verify with Plan Concrete / Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. X,, Provide #5 bar set in pre -cast ROOF FL A i • Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. — O v e r h a in t 1' - O" l t h t d t h fi t Provide Cast -Crete = 8U8-OB/OT precast - `- lintel act in mortar -4 Min. Be Bearing-i--� -�- - -- "x 12" rin Block #� -i Rebar Reber 48 Bar Die. Min. Overlap Column to Lintel AttdChment ovide PT Buck ;ached per ,lamb ads into filled ce 4" Pre -cast SIN X — Roof gs a pitch at Un ass o erwlse no a On Is s ee -f:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the Z architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY �I TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior t t t f 1 t d Ift f t O cons I uc ion or ayoU an up I veil ice Ion Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction bars with min. 48 bar srlep in filled cell. Tie ral'into continuous yl I Concrete Footing (we factor schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS, Had 20 x 44 bledurm to vart. We of tress with II x LS role at 40 o c. Install Siapaan MOT eito way wins 5/8' die. threaded rod set wni. IZ' into wet base and (22) 10d rails me truce TRUSS BLOCKING DETAIL AT GIRDER STRAPPING: AT CENTER BEARING POINT NTS I I I/8" thick II ht textured stucco installed per AST" C III over ASTM D type 2 pa er backed BEAM ` . wire lath Walled to substrate through one layer of r/�� Irl ASTM D Tgpe 2 felt paper using Sid nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Descri Lion Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 Two rows of beam block rIIIRd with concrete and 1 #5 bar 2G ga. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" BI continuous in each row. Hook vert. bar over top bar with wood screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90e bend bar with a 10' min. lap at top bar. laps fastened Iwithelcorrosion resistantttine caps and with 1.26'lariingashank nails spaced 6" o.c. at all late and two eta gored rows 12' o.c. in field. Attach deck to trusses using atachmant data on this sheet Additional recast Lintel n " u $$ #5 bare = Lintel Bar Clear A B "_Fr. ,;: �IeAm Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2 u3 none 3'-6" 3'-4" 2'-2" 2.43 none er8-OBAT 8!'8-115/IT O'8-I8/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none - i #5 bars ci.aA Mtn'; 1*IH4" 4'-C4'-4" 3'-2" 2,#3 none ne Rau of:.:y Block Abov5'-4" 5'-2" 4'-0" 2,43 none .-101,'"'"2u4 none Precast L'•:: i '„Additions-6"6'-4" 5'-4 2,#4 none #5 bars----r 7'-O" 6'-2" 2,45 none 2,#5 none NOTES: I. min. coverage of stee1=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel Is grade 40. 3. standard for remf. stael=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark 1111 do or Unit width Lintel Size Cast -Crete 8 'H� Block Above Bottae still Tap steal Sma "I Loa (PLFD Max oad L fPLF) Max. wd� fPLF) L22 2'-2' 3'-d' 01128-OBAT 1 85 30L9 111114411 1024 L31 A', 4'-0' �8-OB/IT 1 s5 2661 1363 143 L45 A 4'-5` f V-10' VIRe-OB/IT A 1 $5 505 A'109 33"1 L50 6'-0' B'—Is Bfi8-O8/IT 1 86 1238 1 836 121 LAO C-8' T-V 81158-015/IT I s5 Ion '121 534 L80 V-O' Y-4' BPS-IB/2T I s5 2 85 152 511 512 LI 1'-O" 11 1111138-10111 1 $5 2 s5 643 530 401 L905 11 11 e144-IB/2T ONE 1 85 2 85 B33 se3 401 LI00 10'-0" III 8f'8-IB/2T 1 85 2 86 592 4414 462 LIOOB 11'-44 8"6-I5/2T ONE 1 85 2 86 is" 1028 452 L120 r10I�'�-/O�' 17-00 13'-4' 91138-18/2'r 1 s5 2 s5 411 428 324 L1208 17-00 13'-4' 8PI6-IB/2T ONE 1 IB 2 85 1015 110 324 L140 W-00 IIIII 811116-IB/2T ONE 1 85 2 85 1250 401 251 LILO IL'-O' n'-4' 111P8-IB/2T 1 85 2 85 Soo 112 N4 LILOB IL'-O' IT-4` 1 81"16-I15/2T ONE 1 85 2 85 150 BOO 114 - 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 III LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 i/2" nails - ( 24' o.c.) supporting Max IIIuplift Aluminum Drip .�--^^"'—" Edge t fascia 12" 2" x L" Sub-Fasci Kagcan fall o vent vinyl soffit installed wing 1/8' dia shank x 1.5' long gals. roofing nails with 3/8' dia, head per product approval — we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to SAW with concrete and one #5 bar continuous BEYOND 0oP footer below finished floor 41 12 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end to with (2) IOd at each web Brace Gable and with 2' x 4" SYP #2 aft back nailed to bottom or top chords using (2) IOc nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) N Q W a m � r_ a-7 X s7 .r O W IN F- 9L LU 2..c ei ro N Q U ° aul W u N 4 �G \R-30 blown fiberglass 1/2' this stucco an 3/6' hi —rib lath in bottom chord oP trusses attached to horiraital ar-d vertrcal good freeing with nods or staples to provide 1/2" drywall with smooth finish no less then 1-3/4' penetretion iniA Ares vital good framing and 3/4' penetration Two rows of beam block filled with concrete into vertreaI wood framing members and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cunt. for bottom row over openings 5/8thick II fit textured 1/2' drggwall over Is x furring" 9 strips at IL" o.c. with RAI trial stucco on typical concrete rnsulation on tgpical 8" Block walls block construction All drywall to be installed per FBC Rio2.3.1 Varies - see plan Varies and shall meet all pertaining ASTM codes. #5 bar vert. w/ io Mortar to be Type "M" onlpg proportioned per FBC RbOTI 30" overlap ProvidetDur joints shall all wetf area owers, at exx.Lh tubs etc...) at each filled cell Fill cell with concrete and Rear Petro/Slab to (l) #5 bar vert. (typical). be flush with bottom or ex spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over Slope per foundation plan a if clean compacted termite treated fill a IIII IIII IIII 'li IIII .L.- �l IIII ', . .III IIII IIII—IIII= III! 1III —III --II 1= 1111 IIII III - IT — II • FI Tublcal Section at Front Forth Scale . 1/2" = 1'-0" Braden t Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 287-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net Simpson HETA 20 5trap truss to wall using Simpson MGT wit hurricane anchor 8t each truss 5/a dia. into beam threaded rod with min 12 embed either wet set or in epoxy with ( 24" O.C.) supporting 1810 lbs. uplift Max. HETA 20 (22) 10d �truaa leg nails into truss. Add blocking to per detail on this sheet IPA Pr IV r IN Own 11 WA IN VA I HE W;-A- I O t PAWAIWA0A MrWYA Ar I I iAttic Access BI 110 l 11 i11 i 1 1 INI =i� THETA 2 Provide dawn t Simpson HETA 20 Pr7mde for putter apO11 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift WynrLe Building Corp. THE WINDSC S anis�h Lakes S A. Lucie County Florida QHETA 20D 0 I N a w N W REVIEWED FOR \OODE COMPLIANCE ST. LUCIE COUNTY Provide downspout9O(',C Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. 4. 16-169B RiGHT Checked bg: impact D.R.B. 111 c -2-19 I Opt. PATIO/SLAB ■ PANEL "A" Pal" BR Lead Wee Description c"'d c"' DOW Moon Wire Lead BR 1I 1 20 1.2 ke 812 Rerrgerator I ROW #i 12.0 ka 50 2 1 20 1.2 ks $12 Cloth" Washer 3 1 20 1.5 km 912 Kitchen S.A.C. 5 L Dryer 810 5.0 ks 30 2 1 20 1.5 Its #12 Kitchen S.A.C. I e 1 20 — #12 Bothroae Recapta 9 10 Air Candamw #10 5.0 ko 30 2 1 20 1.2 ks 812 olwoswwr 11 12 1 20 1.2 ke $12 Microwave 13 1 14 1 As Hand #10 5.0 ke 30 2 1 15 — #14 General Lighting 15 It. 1 15 — $14 General Lighting 11 18 WH #10 5.0 ko 26 2 1 16 — #14 General Lighting 19 20 I I6 — 014 General Lighting 21 22 GDO #12 0.e1 KIM 20 1 1 15 — #14 General Lighting 23 24 Spare Spare 25 26 Spare Spam 21 1 28 1 Spare Spam 1 29 1 Sol Spero PANEL "A" LOAD CALCULATION SHEET Load Description Ot . I Watts Total(Watts) Genaral,Lightma t3, watts sg: ft,),,,,,,,,,,,,,,,,,,,,,,,, ,Small, Appliance, Cireuit(s) ,liangq... ............................. ......... ......... 12efr(gerator.................................................. Mlcrawave..................................................... Dish , Washer ........................... �lothea .41.a>}her............................................... .Clothed..PiI................................................ ,Water Heater .............. Garage,Door,Opener, ,, „ 1135 3 SaIII 2 1,500 3,000 1 12,000 12.000 1 1,200 I 00 I 1500 11500 1 1,200 100 1 1,200 100 1 5,000 5,000 I 4 500 4,1500 I No 810 Total Watts 35 IF First 10000 Watts e100% 1 10,000 10,000 Remainder 29AI5 e40% 1 O 10,246 Electric Heat or A/C 10,000 065% I 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = ISO Amps Electrical S mbol Legend S Single Pole batch ® Recessed Can Light Double Palo Switch Eyeball Recessed FIB Push Button Switch Exhaust Fan Dupiex Outlet ¢ Calling Mounted Light Special Receptacle ♦ Wall Mounted Light aterpr ground fault circlet Light with Pull Chain )attic) 13 Floor Duplex Outlet Computer Connecuon Jack ® Carbon Monoxde Detector 4& Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan ® Television Jack Telephone Jack a � A/C Disconnect ® I x 4 Fkirsiment Light CM 12 x 4 Florescent Li ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN Q as THERMOSTAT LOCATION B/A = BALANCED AIR Vent thru Soffit -- MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper S With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve A MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can n AiC 124 CFM IO)dOxk MASTER" BEDROOM 12W2WO 124 CFM B/A IOidOxL - e% -J 141 CFM IOx1OxI id:1iPd B/A 8x4x4 9 CFM LOSET 8x4x4 50 CFM — DRYER ASHER LAUNDRY L8x4x4 It CFM _ 8x4x4 III CFM 12"xl SECOND BEDROOM B/A THIRD BEDROOM 100 CFM IOxLxL METER METER 150 Amp Intersystem bonding Intersptem banding Panel 2" PVC ( FPL Termnabon pant 2" PVC ( FPL Tsrminabon pant schedule 80 schedule 80 r_________ GGARAGE O��LF CART 2' rigid service FPL 2' rigid service FPL I G A R A G E I I GEC Bar #`` e a ire GEC Bar #`` e a ira I to ) 8'—i�Cria1'vanLad to �) 8'—�Crialivanaed I ground rods ground rode I PORCH 14'1 CFM IOx1OxI EATi ROOM I I I I I I 14-1Clem 12' DINING ROOM I I I o I DW ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER — Contractor shall use AL—CU Landing lugs. 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 Verify AIC/KIC Rating prior to ordering equipment L ELECTRIC NOTES: — Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction — Verify AIC/KIC Rating prior to ordering equipment I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke E Carbon of a period of not years ordering. The contractor &hall 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 replacement& or repair of any or as selected bg 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 every minor detail 22• All raceway& and pipes placed in or through any concrete 1. Tamper reaistant AFCt receptacles are required in of construction. The contractor shall furnish and install slab &hall 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. S. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A(C R Fri t�� lines that are run thru slabs must be sleeve in proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT Il. 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. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FSC RMI502 contractor, the completed Wtem shall be fully operative. and telephone company. 12. Contractor shall pay for all face, permits, tee ing, and inspections including blower testing where required. 18. The electrical system shall be completely and effective1 13. All 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 shall bear underwriters' against the pubbc dablhty and property damage Por the labels where applicable. duration oP the work - 3 TON SEE MANUAL 'J' and Enargy Calculation for Unit lea, Install oulet under disc, — not shown for clarity GARAGE r----------------- i I I 1 I I 1 1 I I I I I I I I I I I I I I I AiC MASTER BEDROOM ;FC CLOSE PORCH WP GFCI ` 1 e � �S c DRYER I AIC 5MERI LAUNDRY T �T SECOND / BEDROOM,/ I / 1 GREAT ROOM :.. ROOM FCl IF I d� _ _ 1 B E D R O O I IM , — — '� Am 4"m Steel Ballard See detail on this ahNt F"I>I r'� / O I = 4, S' -T -A xA5awes 1 � L—"d—�"_J 7 OPTIONAL PANEL LOCATION _ \\ / GARAGE FCI / / 1 GFCI 150 Amp ( `Z*L\ Panel GFCI \ r-------- _ �-� y� i {Y/}+ \ ` GFCI r---------------i Garage �' Door I va I / Garage I Door Opener I a / I Opener I GOLF CART; / GARAGE I I 1 I I I GFCI to galrage lights i I r � ELECTRICAL FLAN '------- Past Light with O SCALE: 1/4" = I'-O" Photo cell Center Post Light Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 2309 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit between driveways Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC Braden i Braden AAA, Pro Wynne Building Corp. Date Drawn : Revisions : Sheet Comm # Architects - Planners REAR 3-28-18 5-23-I8 Garage floor slope and 411 S.E. Coconut Avenue J� III I j''� THE w I I `� D S O R PORCH Drawn bg: smoke detector revision E— 1 IFD-159B Tel : (112) 281-8258 RB C.C.U. Sppan1>�h Lakes Fax : (112) 281-8283 E-mail: bradenalaScomcast.net RIGHT Checked by: Impact Stuart FL 99L #AAC0000 2 S. Lucie County Florida D.R.B. OF 5