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Home My WebLink AboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 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" F_1 5/8" thick light textured O O stucco on typical concrete block construction Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 go. 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 tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" 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 SLOPE 12 SLOPE �{ 8'-1" T_O.B. 12" .H. /,,- O'—O" = Finished Floor =L= \ / ATf Oil N, IOT=S 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 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 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 12 SLoo� t-inish Columns with ' \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION Overhangs at I'—O" unless otherwise noted on Roof Flan Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12" ■ 5/8" thick x 8"w cut ■ 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction = Finished LEFT ELEVATION SCALE: 1/4" 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulr Coast Supplg and MFG Sv Crimp Metal roofing FL 411651.12 2L 9a. 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 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 —4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base —board 11 1) / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen clean compacted termite treated over fill Interior Non —Bearing Partition nts Braden t Braden AIA, PA Wynne Building Corp. Architects — Planners 411 S.E. Coconut Avenue T H F_ STERLING Tel (112) 281-8258 Fax : (112) 281-8283 5 aniph Lakes P E—mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 34994 ##AACOOOOS2 5/8" thick x 8"w cut coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX PI wood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 12" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Coefti l ant: to -is oyigz1To�i Subjectabihty to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: ILS mph ultimate Wind Exposure Classification: G 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.4WL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Roof Zone: 2. +20.6/-51.0 pal Roof Zone. 3. +20.L/-84.0 psf Components E Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pal Roof Zone I Wall Zone. 5. +35.8/-41.8 psf Walls Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door; +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 Yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure. 2500 psi. Presumptive: X Bg Test: pal SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS ®= Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 par FLOOR DEAD LOAD: 10 per JOB ADDRESS: \_� �&� Q14�b4-7v le�i� MODEL: Date Drawn Revisiciri L ��I—�Q Sheet Comm 4 GARAGE 3 awn bw kl ,�D) FF& 7� — LEFT Drawn by: REV C.C.U. ;ODE COMPLIANCE Checked by: B D.R.B. ST. LUCIE COUNYI OF 5 "AL,_n" FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verrf ALL notes and dimensions prior to Ste high by 4" diameter g P steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have s1a (3/e"t so kill steel plate) a minimum 1,400 F.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to 41, 2�6" 2'A" shall be 3,000 P.S.I. concrete and/ 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" 1. of trusses with screws per FBC R 102.3.5. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for 2i/2" 2%2' handicap accessibilitg 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 1-4. 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 li. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hari materials exposed on the underside of the roof deck or on the attic Walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C�19, C4-15, C514, C630, C931 C1396 be C960, C1002, C104-1,C1117, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing p g of fasteners Nall sizing options For dr wall into Spacing Ma)amum installation of wood framing members Nails Screws 2" x min, thickness Ceiling Perpendicular 241' 1" 12" 13ga 1 3/8" long with 19/L4" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 ii OR Walls Either 16" g" 16" 0.080" dia. xx 1 5/8" long with Direction I5/64" head OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail / OR Walls Either IL" 8" 16" 0.092" dia. xx 11/8"' long with Direction I/4" head OR Ggpsum board nail 0.0915" die. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with _~ 1 1/2" penetration at 6" o.c. max. from each corner and 20_" o_c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 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 gypsum backers in accordance With ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ,ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 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 (tgpe 2) 30 Ib felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1,25" ring shank nails spaced (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) IOd x 1 1/2" nails�e�00� PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101bs. uplift \ (shop drawings by manufacturer) Aluminum Drip `� "\R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drgwall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan Pull o vent vm9l aoPRt metalled precast ]Intel filled with concrete and (1) #5 gar cont. for bottom row over openings using 1/8" dia shank x 15" long galv. din. head roofing nails with 3/8" per product approval - see chart sheet xi 1/2" drygwall over I" x furringg strips at IL" o.c. with R4.1 fl-fod insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. "M" block construction ro Mortar to be Type onig proportioned per FBC R401.1 and Mortar joints shall comply with FBC RLO1.2.1. Provide Our-O-Rock at all wet areas (ex_ showers, tubs etc...) 45 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Bass spacing at openings 4" concrete slab with fibermesh OR 4"x6" 910/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade ., 1,,1 1 1 I� [IT -,fill '1-fill 14" x 14" Concrete footing 14° with (2) #5 bars cost. and #5 TYPICAL SECTION transverse bars at 48" o.c. to nails �I N.T.S. AREA CALCULATIONS Living A/C = I.-ol sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 O 24VTR - 2 / r � 2/2 12 BATHER O ,� 12 � I LAV-I y;. LAV-I 1 211 I win -I 2., „ we-1 2" 2" LAUNDRY 3" 2" 2" ]" AAV Jr2' VTR 31, ST-f 3°, 5-I 1 KTICHEN 2" 2' 1 2„ LAV-I 31. a" 3" 2" we-i BATH #2 2"_1 Masonry Beam I PLUMBING RISER To Septic I" x L" P.T. Buck nailed to C block with case hardened nails Head prior to door attachment u fixed door sliding door 1 1/2" Masonry Wall Bottom Track `-Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D o o r D e t a i l I From penetration at 6" .' max. from each corner and 20." o.c. max thereafter at ,Iambs per product approvalJamb At Masonry Wall NTS window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54Ya"x LS%4" Single Hung ZONE 4 2. V-2%"x 5'-3Ve" 15" x L3i4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 27%2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2ia" 1 54%a"x 54%" 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X L'-8" 41'/q'x 83%4" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'at -an �4" x 81 ''/2' or hoot atos Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-L" X V-8" Solid Core - Wood - L-Panel F 5'-0" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x V-8" x 1 s/;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - L-Panel J 2'-1," X C-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold L 1'-4" X L'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 12" Opt. PATIO/SLAB 0 (V ° EGRESS O _ 0 12" x 12" Concrete column block filled with concrete and i (2) 41 bars Vert. tied into M lintels above r Covered Porch 0 Provide screen Will below Oif el 131r�� 101EI T I I I ISIO MASTER Uc)s BEDROOM I8" 8'-O" to 9' A.F.F. it) I- va, B'-0" A.F.F. Vaulted Ceiling LLN Flat Ceiling I1T o GRE,4 o ROo l 0 I o 0 I ° Rod t half I H B m Vanity to e s 1 ry v 34 Y2Js 1 - 0 i - bo 1 2" x L" knee -wall 8'-0 to 9'-8" A.F.F. ry 0 ° rr r 1 ()[ below counter top faulted Ceiling CLO ET 1 DINING CLINE 1- - - J ROOM Rod t Shelf J8 Q ulI OCA NEI Co Jk `� a I Vanity to be ,4 T i-I ` O ul ° o ° e 34 Y2"high i ®° (41") 911 13'-o3/4° O in ° O High Wall m KITCHEN ;n Vol through Dryer wall i l averZiang A.F.F.am d8'-O" _ Flat Ceiling ° ° M I H B. pper ca inets to D extIn d over Ref. 3'-O"4" 10'-2" O N 2" riller I •' E BATH 42 ' - Rod Shelf CD A/C O _t R-II Is m°lea WH• to I ® _ O - #1 4"4 Steel Ballard _ cq See detail on this a eet $ I F u) I - rc L O 24" I Ln Provide auto r "- 11" = O I CIA closer Attic Access S I ° L_ with light_ „ Q J 22_ 8'-O" A.F.F. Flat Ceding sp Meter 150 Amp a 4" L' o„ 13'-L" o P nel m a NSECOND ��GARAGE VGGR)E ° E Y BEDROOM O O '-4" A.F.F. 00 MT ° O Flat Ceilingif \ ° O o O i� r - - - - - - - - - - - - - - - - - EGRESS 0 - Block wall in ° I garage to be _ O O 00 struck block ° I O O - COVERED � I I 12" x 12" concrete column block filled � _ PORCHwith concrete and (2) #1 bars Vert. tied 1 O into lintels above to I 100 ° O0l 00 ° ° N ° O 3'-5" 9'-0" 3'-5" 2'-8" T-8" Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT P.T. Buck nailed to INSTALL VULK£M BLOCK SEALANT block with case hardened nails ON ALL JAMB. HEADER. AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS in fi�VIL1�w�►� I ;BODE CtOMPL1AW Attach buck to block wall with ST LUC IE COUNTY 1/4" dia. Elco comic screws with min. 1 1/4" penetration at 12" o.c. max SQ('C and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall 71C V ones 98 Wood screws thru ,Iamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS tale : 1/2" = 1'-0" STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MiL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13 LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS 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 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. 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 1*5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. and Provide (3) filled cells on each Side of Openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2.4" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar Vert. w/ Fill cell with concrete and 30" overlap at ahflld (1) #5 bar vert. (typical). Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" Termite Frotection 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. e c i e c Max. a acing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 45 bar continuous Vxb" 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated Fill spacing at openings GRADE 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade 3 _ — I-1II:.;` :' IIIIIIII11111IIIIII= e„ -� I I I I I III IIII t{ PORCH SLAB EDGE DETAIL IIIIIfi`tl—IIII IIII IIII 14"w x 19"d Concrete footing L J SCALE 1/2" —� I I=IIII IIII I1 I I- with (2) #5 bars cunt. and tt5 transverse bars at 48" o.c. #5 bar vert. w/ 3' 3 30" overlap is+ I / at each filled cell E 0 Contractor to provide (() proper Foundation chairs Prproper steel installation 30" min. Corner Steel La nts TYPICAL FOOTING DETAIL tt5 bar cont. in curb r1i(1) Fill cell with concrete and SCALE 1/2" = 1'-5" T 45 bar vert. (typical). Filled Cell Masonry Column With One 4" concrete slab with fibermesh OR Curb height Max. spacing shall not exceed 48" unless otherwise noted #5 From Footing To Tie Beam g , 6 xb #10/10 WWM on 10 mil Visqueen over Verif based on y Wood Base see foundation plan notes for Conc. Fill To Be 3000 PSI clean compacted termite treated fill foundation plan spacing at openings p 9 oP 9 See Floor Plan For Location #5 bar cant. 4" concrete slab with frbermesh OR 6 x6 tt on mil Visqueen over Stepp per `s- Grade clean compacted t compact termite treated Toll foundation plan an :..,. IIII111i •: III—IIII—I I l i 1; I I I I Single Filled Cell COIUmn —IIII IIII III_IIII— NTs �,• I v3° (2) tt5 bars Cont. bottom steel -IIII=IIII=IIII IIII=IIII III' DETAIL AT GARAGE STEPDOWN grA1 C I/1" = V- 12' x 12" concrete column block filled with concrete and (2) ui bars vert. tied into lintels above Top of Tooter 16, below finished floor _� II1 _ concrete I= = column footing with (4) =1111 i III=I I I II '' #5 bars each way 30" OL( FOOTING DETAIL R(�AI C 1/7" = 1'—!)" 14% x 18"d Concrete footing with (2) 95 bars cont. and #5 transverse bars at 48" c-c. ARAGE CURB DETAIL SCALE 1/2" = 1'-0" 9 2" x C PT wood secured with 1/2"dia. x C' expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �� 5 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS C a u 31,,-C),, I F4 I IAA . PATIO/SLAEI 09 El 1 1319 I_ _ _ _° — — — — —— — -- Ej n ---,IoEC2 �_- I � I I� � - C) I � M Rear Patio/Slab to be poured separate W I from the house slab. W �I r Thicken footing to 24" m O FI 24% x 14"d x 24"L under filled cells r 1 under girder bearing <] — I E° O 00 O O EE 1 ° L I Rear Patio/Slab to c m rn be flush with bottom of I sliding door recess. FI al) Slope 1/2" 1 ° ova Ii_ F- IT ° I I; - I I I 1i 1E EI FI 1� 1 H.B. I Vanity to be 1 --34Y2"high 4" concrete slab with fibermesh OR l� 6"x6" 1110/10 WWM on 6 mill Visqueen over I ° Irv] clean compacted termite treated fill I FI 1 E1 IC F- �� 1- I I 1 FI I p ° ° I E H.B. I C E b A/C r— #I r I 4"a Steel Ballard filled w/ Concrete® I \-LU I I F5 ; I I 1�01 I I o I I`F2 1 a� I E O E I ) I I FI I c N 1 0 ova I •i U O C _ ° ° i i i i i i ° ° ° LU I ° 1 �" p- 1 ° 0 x - WCL F�q 12'-6" Oo F5 Recess for _ _ F r F l —Grar oD—ago o Door 00 ---- 1 --------- ° — —� 12" x 12" concrete column block fdle with concrete and (2) #1 bars vert. ti into lintels above d 5'-4" 3'-4" II'-6" M-C15'-10" REV I EWE NA D FOR aODE CO nil IANGE e l,l lE COUNTY FOOTINGS SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) tt5 BARS CONTINUOUS F 30" x 30" x I611p COLUMN FOOTING WITH (4) tt5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide #5 bar set in pro -cast lintel into beam where length of the opening calls for it. Trusses at 24" o.c. see shop drawings{ bg others 1l ,ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws band on pressure for roof stated in permit info box on t�ese plans for zone 3 Ke Area Ede Field FastenerMax. Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 '4" 6" Bid ring shank 16 psf Zone 3 A1" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide Cast -Crete SUB-OB/OT precast lintel set in mortar,. Min. 8" Bearing I_r,. ily�„•�4!'r�YCJ!, �.rr ' ,)x_"Y�>�,•'y♦j"a Provide PT Buck attached per iamb etaila into filled cal 4" Pre -cast l ..i r,., .i ------------ Poured Filled Cell Provide #5 bars with min. 48 bar rameters overlap in filled cell. Tie filled cell steel Into continuous rooter steel. ig i I Concrete Footing (see rooter schedule y� '" for exact sizes) DETAIL. AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS R-II batts Nail 2" x 4" blocking to vert. leg of truss with IOd x I.5 nails at 4" o.c. Verify with Plan Concrete Lintel 12"x 12 Install Simpson MGT into wall using �---'5/8' dia. threaded rod set min. 12" Column Block into wet beam and (22) 10d nails into truss , L ( Rebar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL Column t0 L_IntGlttaCilment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with III ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel tt5 bare Lintel Bar Clear "A" 1I1311 ` Length Length Span Bars Bars r :Y:%� CLEAR 1 " 2 -10 1 " 2 -8 11 I'-6 2♦#3 none '• ♦ � � ..,• � � •;, :.: � � •. � 3'-4" 2'-2" 2,43 none BPS-OB/IT ere-IB/IT SF 1-IB/2T Additional 4'-O" 3'-101, 2'-8" 2,43 none ,:,•. #5 bars CLEA ,L•,+ *r,•,}7l;� 4'-6" 4'-4" 3'-2" 2 #3 none ne Raw or "H" ;';�,;;',1 5'-41, 5'-2" 4'-0" 2 #3 none Block Above ;;<i:<':;; 5'-101, 5'-81$ 4'-L" 2.44 none Precast Lintel Additional ' ""% ) 41-61, 6'-41, 5'-4" 2,#4 none _y 45 bars IL ---- s, T-O" L'-2" 2,#5 none BFIL-IB/IT BFIL-1B/2T NOTEn: g'-4" 1'-10" T-O" 2#5 none I. mm. coverage of steel=1.5" 2. min. bearing required a ea. endd8" ALL reinforcing steel is grade 40, 3, standard For reinF. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Slze Cast -Crete Specification Rowe of "H" Block Above " Bottom steel Size Top steel size Max Gravity Load (PLP) Max Uplirt Loed (PLF) May- Lateral Load (PLP) L22 2'-2" 3'-4" ere-OB/IT I #5 3069 15L9 1024 L31 2:-1 3'-IB' 4'-0' 8F8-OBAT 1 #5 25LI 13L3 1L3 L45 4'-5" F-10" BPS-OBAT I #5 1105 404 339 L50 5'-O" L'-L" 8F8-oBAT I #5 1238 835 121 L40 L'-8" T-L" 8FS-OBAT I #5 1011 121 534 LBO 8'-0' '1 BPS-IS/2T I #5 2 1 #5 152 591 512 L90 "1 10'-4" BF8-IB/2T 1 #5 2 #5 643 530 401 1.908 T-Or" 10'-6" 81=I6-I13/27r ONE I #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" 8P8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 11'-4' BFIL-IB/2'r ONE 1 #5 2 #5 1366 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 L120B 12'-O" 13'-4" 811"'I6-3/2T ONE 1 #5 2 #5 1015 110 324 LHO IY-O' 15'-4' BF14-IB/2T ONE I #5 2 #5 1250 601 259 LILO I . -O• 11'-4" 8F8-IB/2T 1 #5 2 #5 Soo 192 194 LILOS IL'-O" IT-4" BFIL-IB/2T ONE 1 #5 1 2 #5 1 ISO 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each trues with (10) IOd x 1 1/2" nails ( 24" o.c.) suppporting Max. 18101ba. uplift Aluminum Drip - Edge f Fascia Flash and Counter Flash Nail ledger to gable and truss with (2) 10d ils at each web Aluminum Drip j' Edge t Fascia 5/e• thick stucco on 3/8' hi—nb lath attached to horizontal and vertical mood 121, framing with nails or staples to provide 2' x L" Sub—Fasei no law than 1-3/4' penetration into horizontal wood framing and 3/4' penetrationn into vertical wood framing members Kagcan full o vent vingl soffit installed usinngg 1/8' dia shank x 15" long gaiv. roofing nails with 3/8' dra. head per product approval —see chart sheet #1 12• x 12' concrete cdumn block filled with concrete and 12) #1 bars vert, tie into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14' below finished floor 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 — =e a Slope per foundation plan m 77777 R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to ( 24i1 o.c.) supporting Max. pp g R-II belts truss leg per detail on this sheet HETA 20 1810 lbs. ut)lift Frame ceiling transition lG---'I as needed using metal studs field verify exact configuration and sizes 1""'1 Drywall ceiling see typical section Celling transition Insulatlon Detall nts Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom or top chords using (2) IOd nails at each truss IRE -ENGINEER -I WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) e) N X r O� n' W mN Q�) � o <� ILI L =L a7 N d) o 0 a EL= C4 �ci a w Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss un n- \R-30 blown fiberglass c ° in bottom chord of trusses o m a -1/2' drywall with smooth frnish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings w 1/2" drywall over I" x furringg Pi a strips at 16" o.cr with R4.1 -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 Tgpe "M" onTy proportionedper FBC R6O1.1 Mortar �601.2.1. and joints shall compty with FBC Provide Our-O-Rock at awet areas (ex. showers, tubs etc__.) Fill cell with concrete and ROOF: (D #5 bar vert. (typical). -Max. spacing acing shall not exceed 46" o \r all 100 al FAI IBM FAII I *2 1. IN 1110 lot F ffle..154 For Avg -Gulf Coast Sul)A1m__andMFG By Crimb Metal roofing FL :911451.12 wooi screws with self sealing washer at 12' o.c. max III Jaing r ASTM D 2) 30 lb felt underligment installed with min. 4" and 4" end ia'0161"rastened with corrosion resistant tin caBs and wit1h 1.25" rin shank nails WE WZ ft FLAN 0 W 4 � J � :3 < � UU � R WHE W M W U-0 W O y �N=3 z I W n (L O N Q W Wood Bass ass otherwise noted ate foundation plan notes for spacing at - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET '.. openings 4' concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEETVxV REVIEWED FOR CODE COMPLIANCE over WWM to L and Visquetreated clean termite - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /cl an coin compacted treated FIII F - A N Y C I —I A N G E S T O T H I S P L A N S H A L I_ B E S U B ST" LUCIE COUNTY -� 111-11111111-1111I I I I • l i l �= • " • 14" as F I Typical Section at Front Porch Scale , i = i_ " Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax . (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34994 #AAC000032 MITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTIOC — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wgrie Building Corp. Date Drawn Revisions Sheet Comm # 3-2'i-2o GARAGE TH C.C.U. STERLING LEFT Drawn by: .41 I�-300 Spanish Lakes Checked by: B St. Lucie County Florida D.R.B. - OF 5 1-2-19 PANEL "A" Pdas BR Load Wire Deacnptiari wire# circa Description Wee Load BR Pole@ 1 20 1.2 kw #12 Refrigerator I Range #L MO km 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw all Kitchen S.A.C. 5 L Dr or $10 5.0 km 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I a I 20 #12 Bathro is Recepts 4 10 Am Condenser #I0 5.0 km 30 2 - I 20 L2 kw #12 Dishwasher II 12 I 20 1.2 kw #12 Microwave 13 14 1 Air Handler #10 5.0 ke 30 2 I 15 - #14 General Lighting I5 It. 1 16 - #14 General Lighting m is WH #10 5.0 kw 25 2 I 15 - #14 General Lighting 19 20 I Is - #14 General Lighting 21 22 GDO $12 0.81 KW 20 1 I 15 #14 General Lighting 23 24 Spare - Spare 25 24 Spare Spare 21 28 Spare spare 1 24 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting f3. watts sq. ft.) ,Small,Appliance,Circuit(s),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,Range ... ......... ......... ......... ......... ......... .Refrigerator................................................. Microwave..................................................... Dish Washer Clothes..W.+arther. ............................................... .Clotheq.Dryer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Water Heater Garage.Door.Opener....................................... 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1 200 1 200 1 1,500 1,500 I 1,200 1,200 1 1,200 1200 1 5000 5000 1 4,500 4,500 1 810 810 Total Watts 35r<15 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,615 e40% I O 10246 Electric Heat or A/C 10,000 e65% 1 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 $ Single Pole Switch ® Recessed Can Light %% Double Pole Switch ® Egeball Recessed Pis Push Button Switch Exhaust Fan _49 Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light eterpr gran fault circuit Light with Pull Chain (aide) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Ceding fan ® Television Jack ® Telephone Jack ACDiscA/C Disconnect ® i x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Opt. PATIO/SLAB 149 CFM IOXIOxb - we sea P Was 149 CFM IOxlOxb Ell Vent_thru ____VqATH Soffit 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 9 With #1 Grnd 3 2" PVC Schedule 40 conduit 2" PVC Schedule AMP C 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can meter can n Intersgstem bonding Intereyetem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination point schedule 80 schedule 80 2" riaid service FPL 2" riaid service FPL Meter 150 Amp Panel 9 Jim Covered Porch 1 GORE, IT I 208 CFM Clpnter Registers orf telling fan 208 CFM IOXIOX 1 IOx1Ox1 12'i ♦, a I o i L- - - - - -� - r -ro i-2 x 54" Attic Access with light 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 COVERED PORCH DINING ROOM 15 ATH 144 CFM IOx6x(1 SECOND a1 BEDROOM I 1 j 12xl2x8 B/A GEC Barfe2)#6, c�pe�r dire [,EC Bar #L c e ire to 99 av#nzied to fe1) B'-Craa�venzied ground coda ground rods 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. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 1/4" = 1i - O11 shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment I - Verlfg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I_ Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. 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. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. I6. It is not the intent of these plena to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall 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 comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refri r nt lines that are run �hru slabs must be �C proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved in 11. All work shall be done in accordance with the N.E.C. and condurt. 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 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 12. contractor, the completed system shall be fully operative. Contractor for and telephone company. shall pay all Tees, permits, testing, and 13. inspections All including blower testing where required. work shall be coordinated with other trades to avoid 18. The electrical system shall be completely and effectivelg grounded as required bg 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 public liability and property damage for the labels where applicable. Exhaust Duct Thru Soffit H.B. Vent thru 4" Exhaust Duct Thru Wall w.p. G (nowlet - - underder disc. to not shown or n clarity A/C Meter MASTER C BEDROOM (9- `_ \ i r- I6" MEOW CLOSE Opt. PATIO/SLAB rr "� Covered Porch �♦ 1 \ \ 1 \ I \, w.p. GFI CARE T Smoke /Carbon Monoxide Detector R O M Combo s I VI c I I I I i� II II ll � I � I DINING 1 hl It © ur w- m '� -� ♦�J �� • ��.I►r(�h'll• � lL�AiA;i �llb I ____ Cente 1 \ 22 x 54" \ \ \ AtticA°° it` L t`SECON'D- B D _ O150 AMR Pc� panel location ROOM Panel Pull charm TV \\ \ \ light in attic -0- GARAGE 42"h GFI PB Garage / Door / r----------Opener I I I I / / \ w.p. GFI COVEREEr I I I I ELECT RNfC/4L FL,4N Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart. FL S4994 #AACOOOOS2 SCALE: 1/-4 = 1'-011 Post Light with Attic Ventino Calculations FBC 2309.E Total Attic Space = 212,4 sq. f t. Venting Ratio 1/150 = 1-4.1� sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Photo cell I Exhaust Duct __Thru Soffit Wire For Front Post Light v ° Wou n-v ° q)Lu REVIEWED FOB° CODE COIVIPLIANCIL ST. LUCiE�^COUNTY BOCC Sheet Comm # E - l I�-300 B OF 5