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HomeMy WebLinkAboutBuilding PlansUP Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.2S" ring shank nails spaced b o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet u 12 SLOPE 4 I La. 5/8" thick light textured — — — stucco on typical concrete ------------------- block construction-- � _.--------.---------see ------ 12" 12 �{ SLOPE RIGHT ELEVATION 5/8" thick x 8"W cut coral finished stucco bands 8'—I" T.O.B. 111 0'-0" _ Floor SCALE: 1/4" = I'—O" ELEVATION NOTES: — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at -f: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. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451_12 24 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two ateggered rows 12" o.c. in field. Attach deck to trusses using attachment at on this sheet thick x 8% cut coral finished stucco bands 5/8" thick light textured stucco on tgplcal concrete block construction = Finished Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION Product Approval Submittal Affidavit ening ype 2 2,3 [!A Opening Schedule Swing Daore, Overhead Doors, NOA/FL NUMBER Product Model # FL# 239.9 Single Hung SH-1100A Im act Overhead Model 824/811 I6-0330.02 Garage Door IL'--O" mmax height Sliding Doors, Manufacturer PGT DAB Viludowe k Skylights Glass 5/I6 " Attachment method 1/4' die. tapeons w/ sin. 1 3/8' penetration to e spaced per product approval. Contractor shall a here to min. edge distance& specified in Product approval II"LO " Y LO OM1.{. . i C. 11 ail ��sr '; "; �u°;„.'y" p; t.;,R: �.r:o i�+"W e a manes fit a/ "w eM w i � �". i TES Expiration Date 10-9-21 Design Pressure of Approved Teats + 65.0/-80.0 PS + 50.0/-60.0 sf P B FLU 15213.1 Fiberglass Fmooth a 9 Plast—Pro 1/4' die. tapeon with min 1.25' embedment at L" max From corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 C, FLU 261.4 Sliding Glass Door Series 110 SGO FGT I" nom Type "GSA" 1/4" ilia. tapcons w/ sm. 1 3/4" penetration to be space IX2 product approval. specifiedrintProduct approve' + 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiration Daate Design Pressure of Approved Testa Mullions FLU 241.1 1" x 2 3/4' x .3'15' PGT Install per fastener type and spesings shown in Table IA and IS in product approval on sheet 5 ins + 58.0 PSF _ ROOF FLU 11451.12 5V CIP Metal Roofing Gulf Coast Suppig and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck wing tt9 x 1.5" woo screws screws with self sealing washer at 12. ox. max agacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 ode laps and L° end laps fastened with corrosion resistant tin caps and with 1.26' ring shank nails sD aced L o.c. at all laps and two stagggered rows 12° o.c. in field. Attach deck to trusses uemg attachment detail on roof plan — 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using tt8 : 3" wood screws at each truss. Install soffit to battens using fin Iona rin +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE. 1/4" = 1'-0" 2" x 4" top plate base -board 1/2' drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. 2" x 4" P-T_ bottom plate 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Dion —Bearing Partition Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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 b o.c. at all laps and two staggered row% 12" o.c. in field. Attach dock to trusses using attachment detail on this sheet II 12 4 1 SLOPS i u i II�L�I Finish Columns With \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24ga. 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' 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" 5/8" thick x 8"W cut coral finished stucco bands SCALE: 1/4" = I' —Om 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one le 15 lb felt using 8d nails. Substrate e 19/ 2" CDX Plywood nailed at L" ox. in field rid edges with IOd ring shank galvanized nails i o truss webbing. �U 12" 5/8" thick light textured 5/8" thick x 8% cut Stucco on typical concrete coral finished stucco bands block construction FRONT ELEVATION SCALE: 1/4" 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 Mean Roof Height: '- " Roof Pitch: 4:12 Velocity: 11*5 mph ultimate Internal Pressure oe icient: ±0.18 Subjectability to damage from. Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4° Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 Adjustment factor for Exposure Height: = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.(.WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Zone: 2. +20.L/-51.0 Roof Roof psf Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 31_4" Components E Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Do-5 s Provided?Yea Minimum Sal Bearing Pressure: 2 50 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: x IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _31 pef ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J5 psf FLOOR DEAD LOAD: 10 psf TO L G P,T 2 Roof Zone I Walls Zone 4 ® Roof Zone 2 Walls Zone 5 END ZONE - Corner Zones ® Roof Zone 3 'FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I' -a" N.T.s, 34" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. OSHA Requirements. Flange with 4 - 3/81, expansion bolts Into 2. Contractor to STRICTLY enforce ALL slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 41, 4. No dissimilar metals to touch. 2%2" 2/2" S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to M o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix leveled to bottom chord 4" d 6. Drywall at ceilings shall be and attached of trusses with screws per FBC R102.3.5. 0 0 1. 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for M2�;handicap accessibility requirements. %2 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.L 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 IL. 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. R31L - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C34, C19, C415, C514, CL30, C931 C460, C1002, C1041,C1111, C1118, C1218, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum mbs wood framin members Nails Screws 2" x min. t Ic Ceiling Perpendicular 241, 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" lo ggd annular-rimged or 5d cooler n a�2 Walls Either I6" B. I6" 0.080" din. x 1 5/8" long with 15/44" head Direction OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" llong with 19/14" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail Walls Either IG" 0.092"' dia. xx 1 1/8" long with 1/4" head Direction OR Ggpsum board nail O.0915" dia. x 11/81, with 19/64" head. AREA CALCULATIONS Living A/C = 1839 sq. ft. Front Porch = 26 sq. ft. Rear Porch = 100 sq. ft. Garage = 311 sq. ft. Total Under Roof= 2,282 sq. ft. Total Cubic Ft = 15,581.E -'1 2" T2" 1 :2- WTR •• 3" 4■ v v I LAV�I 1 LAVIW2' MASTER B2. BATH LAUNDRY INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND Install windows thru buck into SILL BLOCK PRIOR TO BUCK block with 3/16" tap -con with INSTALLATION Attach buck to block wall with 1 1/2" penetration at 4," o.c. max. from each corner and 20." o.c. max 1/4" dia. Elco cone screws with min. thereafter at iambs and 20" o.c. max. 1 1/4" penetration at 12" o.c. max Exterior face at head and sill per product approval and 4" max from each corner thru of wall —\ \ Buck to be 1" x 4" PT ofxwell o— 2"!x 6" P\ Buck I"x4" P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118_I, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum 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 -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 #11451.12 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 6" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails ?aced 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 weh (10) iodpx i1/2`nails 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 1810lbs. uplift (shop drawings bg manufacturer) Aluminum Drip --� Edger t Fascia Z7 2" x 6" Sub -Fascia Kagcan full o vent vmgl soffit instaltec usingg 1/8' dui shank x 15' long gels. roaring nails with 3/8" die. head per product approval - we chart shoat #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell III Grade eR-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 cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. For bottom row over openings 1/2" drgwall over I" x furringg strips of a, 11,, o.c. with R4.1 Fi-foil -insulation on typical 8" Block walls all All drywto be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #S bar vert. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes For spacing at openings 4" concrete slab with fibermeah OR 6"x4" #10/10 WWM on G and Visqueen over clean compacted termite treated fill ' 1 1 1-I I I I 11 f„ I I I I I I 1� 14"w x 18'ud Concrete footing with (2) #5 bars cant. and #5 -" "14" transverse bars at 48" o.c. TYFICAL SECTION NITS Detail at Door 2- A.AV LAV-1 2" KITCHEN 2" I �" 12" I � LAW -II , POWDER 2" 2-fa ' VTRwFI MASTER �rI�2�' BATH #2 �. wr // � 2" FLUMBINGrt RISER #e Wood screws thru jamb into buck 'at each hinge and 15" o.c. max and prior to door attachment NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3%e' 54%a"x 43%4' Single Hung ZONE 4 2, C-2%"x V-3 %a" 15" x 43 %;' Single Hung ZONE 4 3 2'-2" x 3'-2 1/211 21 /,' x 38 %a" Single Hung ZONE 4 4. 4'-5%a°x 4'-2%" 54%"x 54Ya" Single Hung ZONE 4 5. 6'—OYa"x 4'-2%" '15Ya"x 50Ya" 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 manufacturer s specs prior to construction I Door Schedule Mark Size Rough Opening Door Description PZONEURE A q•_O•• X -I•_O" 108" x 84" Overhead Garage Door RATED ZONE 4 B 3'—O" X 6'-8" 41 i/,"x 83�+" Fiberglass Panel — Inswing IMPACT ZONE 4 C L'-OH X V-B" 13 %;' " x 63" Sln le Llte French 9 IMPACT RATE ZONE 4 D 2'-0" X 4'-8" Solid Core — Wood — L—Panel —Bi—Fold Finished 24" x 81''A E 2'-1" X I, —on Solid Core — Wood — 6—Panel F 4'-0" X L'-8" Solid Core — Wood — I. —Panel — double pocket G 2'-8" x C-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4'-8" Solid Core — Wood — L—Panel J 2'—L" X 6'-8" Solid Core — Wood — L—Panel — Bi—Fold K 4'—O" X 6'-8" Solid Core — Wood — L—Panel — Bi—Fold L I'—L" X L'-8"1 Solid Core — Wood — to —Panel — 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 SOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 351-0„ da ME OD �0 58 1 1 31 1 1 ISA O0 EGRESS o DEN Covered Porch o 0 I � 12'-8" 4" 10'-8" - 0101-01, - ® 41_e„ 5,_411 CY i bo MASTER 0 BEDROOM 0 rhk 8'-0" A.F.F. c w Flat Ceding ,row w - o F "' a; 8'-O" to 9'-8' A.F.F. LLNO , O Vaulteld Ceding l 0 GR AT Rod t helf R O M 6 -OC 6' 41, ONE JB. IVanity to eI14- i 34 Y2",hico I O C L O E 1-0 2" x L" knee -wall B -O" to 9'-8" A.F.F. rr r J 10 below counter top I Vaulted Ceiling DINING: ia• _ _ _ J I ROOM CABNE Rod t Shelf e" hs 4\ Q o ® , ♦ a Fv u' w i ow ATH \' High Wall O KITCHEN syo I o Veni Dryer through wall 1 „ © I O 8'-0" A.F.F Overhang 214 dO - Flat Ceiling L------- 0 Upper ca meta to P ntry ext nd over Ref. L K N 2" filler Rd. n 4'-0„ O a• — r penTny 0 Q � 0 Ln BATI-I o El Q R-119atN nWl"tian W.H. > D OWDERJoe � r � 3 Provide auto 17" if ASINE uieEN closer Attic Access �r I with light I g r O Rod t Shelf zV NE — See detail on this sheet Q = Vanity to be 150 Amp I °' I 34 Y2"high p Meter P Panel m �- N I CLOSET ° o Q I I H.B. GARAGE UI co 6'-0" im O '-4" A.F.F. Flat Ceding O an, Q 'nn or-----------------i B ® E- 0 I Block wall in I E RGEN Y garage to be EGRES struck block I O I I 6 MT E) 0 0 I I JUNIOR COVERED MASTER " 14 I PORCH BEDROOM I I ° 42 0 0 O t?Jlint 8'-O" A.F.F. r Flat Ceding 3'-511 15'-101, 5'-2" 4 io 12'-8" O I r Scale : 1/2" = 1'-0" STRUCTURAL DOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON! -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6Xb 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. 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 1400 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 45 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'—O" to 9'—II" 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 LO, meeting ASTM A—!6 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" 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. #5 bar vertw/ 30" overlaperlap Fill cell with concrete and at each filled c (1) #5 bar vert. (typical). Thicken edge to 8"x8" Max. spacing ahall not exceed with concrete and 4" concrete slab with fibermesh OR Is Wood 48" unless otherwise noted one #5 bar continuous CxV #10/10 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 Cxb" #10/10 WWM on 6 mil Visqueen over . ,•,. , , , i_•.; . ,, /clean compacted termite treated fill A _ i;) Grade °D = I I —III 11 III::_ W1j11— 1 i l l l l l l l l l i 111111111 I- l i 14'w x 18"d Concrete footing with (2) 95 bars cont. and #5 3„ transverse bars at 48" o.c. 3" If TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan :.. Grade v 3" (2) #5 bars Cont. bottom steel \j-1 DETAIL AT 12" x 12" concrete column block filled with concrete and (2) ui bars vert. tied into hntals above Top of rooter 16" below finished floor ARAGE STEPDOWN SCALE 1/2" = I'- 3000x30"AC' concrete column footing with (4) 95 bars each wag SCALE 1/2" = I'- Curb height Verify based on foundation plan as , 5 1n= A 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 E 0 Contractor to provide proper foundation chairs for proper steel installation 0 r c r H PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = 1'-0" I #5 bar vert. w/ 30" overlap Corner Steel Lap " at each filled cell nts #5 bar cont. in curb Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From FOOtIn To Tie Beam Wood 48" unless otherwise noted g Base see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VxLm #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIIii_ i 14% x 18'd Concrete footing with (2) #5 bars cant_ and #5 transverse bars at 48" o.c. SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 1/2"ilia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. -cp Ln Single Filled Cell Column NITS FOOTING 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) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8'1--) THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' 35'-O" 25'-0" JI I IUIt 1_i_i_i_i_(_�_ _"_1_IC91W� I I IL.:Il I I ICJI_L_L_L_'_1_� I�JI Il — — — —F� — — — — — — — — — — — — I I 9'-O" 12" r I o I I� m F I — — — — — — �I � I Filled cell under O girder above to � r I 24 I o I f" 11411 I Rear Patio/Slab to be pouthred separate Thicken footing to I from e house slab. 24'w x 14"d x 24"L FI under filled cell I 10'-0" under girder bearing. isle I I to I I � I I I I FI I • I I � H.B. I I I 4" concrete slab with fibermesh OR � 0 611x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill l I I FI ;- ol V IF - I I co I I �- I I `- ol 1 FI I p I °In I ! o A/C — — — W.H. in #1 ©I 4'4 Steel Ballard I O I I filled w/ Concrete 0 I I `? l I• IFS I s II I a� a I E a I E a; I I I H.B. „� E CV t or to I I I Nei +Yl+ B o I I I on,arc M II. n_ v 01 o m E J I I I 30 I go C:— IFS � � I ` I DI �_ o Imo a—) I x r b I FI ol—---------- 00 0o Recess for OR TM — — — Garage D oor I FI I I I I I I FI I L— — — — — — — — — — — J eVIEWED FOR E COMPLIANCE �RM LUCIE COUNTY ROCC ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail 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 based on pressure for roof stated in permit info box on these plans for zone 3 IllArea Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf 3 411 " 8d ring shank 84 psf HZone ** Zone 3a 6" 6" #8 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 ROOF PLAN — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — 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 Trusses at 24" o.c. -see shop byothersdrawings R-19 bat {Verify with an Concrete 12"x 12" / Lintel �—I Column Block Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment R-30 Batts Pawn Iona 19 batts Flush Mounted Shutter Detail will Panel us " nunurecturer see Tuncd stud Detail l/s' u 3/32' wing Nut a"p," Aluend upunug ar %1 recturer'u Det"lu stud Detail stud e/ Du l Zm" e Nmkd Plrted all ll Provide #5 bare with min. 48 bar rite diameters overlap into beam. Tie Prov de #5 bar set in Frame calling transition filled cell steal into continuous lintel into beam where length of g the opening cells for it. as needed using metal studs beam block steel. field verify exact configuration and sizes Drywall ceding see typical section Provide Cast -Crete SUS-OB/OT precast Ceilin transition Insulation Detail lintel set In mortar _::.: Min. 8" Bearing _ -��- nits NTS n SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4" blockin to vertle of F',: ';1 Provide PT Buck truss with IOd x 1.5 nails at 4" o.a 4^;rl attached per iamb details into filled c Install Simpson MGT into wall using 4" Pre -cast 5/8' dia. threaded rod set min. 12' I` }'I Sill \ into wet beam and (22) IOd nails into truss i" a TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv 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" ol 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 stagggored rows 12" o.c. in field. Attach deck to trusses using attachment detml on this sheet \ Additional Precast Lintel #5 bare e' C EAR Lintel Length Bar Length Clear Span n " A Bars " rr B Bars -10" 2'-8" 1'-L" 2,#3 none 3'-L" 3'-4" 2'-2" 2#3 none BF8-OBAT 811118-IBAT BPS-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 #3 none x #5 bare ctea ': 4'-6" 4'-4" 3'-2" 2,#3 none i,;., One Row of "H" 5'-V 5'-2" 4'-O" 2,#3 none Block Above Precast Lintel `':.`:;... 5'-10" 5'-8" 4'-L" 2,#4 none r 11 ,,.,. ' s �• Additional ti��'���' + L'-4" 5'-4" 2#4 none l #5 bars r `----'� �'----r l'-b" 7'-O" 6'-2" 1 2 #5 none 81FIL-ISAT 8FIL-I15/2T 8'-4" 1'-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of steel=l.5" 2. min. bearing required a as, end=8" 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) 11 LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete S eeiPieaUon Rows of "H" Block Above • " Bottom steel $iYA Top Steel S1n Max Gravity Load (PLR) Max. Uplift Load Wil Max. Lateral Load (PLP) L22 2'-2' 3'-L" SP8-OB/IT 1 #5 3049 151.9 1024 L31 2'-L' 3;_8e AlleFe-OB/IT I 86 2561 1363 1L3 L45 4'-5" 1 W-10' 8F8-OB/IT I 1 #5 1105 909 339 L50 W-O" L'-L' eFe-OB/IT 1 85 1239 835 121 LLO 4'-8' T-V 8F8-OB/IT 1 #5 1011 121 534 LSO S'-O" T-4' BPS-IB/2T 1 85 2 #5 152 541 512 L90 All 10'-L" BPS-IB/2T 1 85 2 #5 643 530 401 L90B All 10'-L' 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4' BPS-IB/2T 1 85 2 #5 582 494 452 LIOOB 10'-O" 1 II'-4' 8FIL-I5/2T ONE 1 #5 2 1 #5 1366 1028 452 L120 12'-O" 13'-4' 8F8-I9/2T 1 #5 2 #5 411 428 324 L120B 12'-O' 13'-4" 8FIL-IB/2T ONE I 85 2 #5 1015 110 324 1.140 Ill IS'-4" SPiL-IB/2T ONE 1 #5 2 #5 1250 1109 259 Ill IL'-O" IT-4" 8F8-IB/2T I 85 2 #5 300 1 192 194 LILOB IL'-O' I'l 8FIL-IB/2T ONE 1 85 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia I2" 2" x V Sub-Fasci Kaycan full o vent vinyl aoffit installed using 1/6' die shank x 1.5" long gals. roaring nails with 3/8' dia_ head per product approval -sae chart sheet 91 12' x 12" concrete column block Pilled with concrete and (2) 41 bars vert. tied into lintals above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer IL' below finished floor v 12 4 1/2" thick stile attached to he framing with no no less than I - horizontal wood into vertical w Aluminum Drip - Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd 1s at each web /8" hi -rib lath and vertical wood spies to provide rnetration into and 3/4' penetration mg 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 ------1 is a Slope per foundation plan ro Wood Base Filled Call Provide #5 bare with min. 48 bar diameters overlap m filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom or top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by 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 (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips a� IL" o.c. with R1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlyy proportioned per FBC RLOi.1 and Mortar joints shall comp-ly with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L'xg' #10/10 Will on L mil Visqueen over clean compacted termite treated fill �- �I=I=1 III -IIII=IIII . l l l l�� ► ►� -IIII "- F, =1 111 111—IIII���IIII 3 Typical Section at Front Porch Brace Gable and with 2" x 4" SYf 8ft back nailed tl of top chords usm nails at each trusi C r Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to +..... I-- ­ d—+-.l -- +L._ _L--+ Simpson HETA 20 hurricane anchor at each truss ( 2411 O.c.) supporting Max. Ill IL _ .. Ldi ST. LUCI,rE� COUNTY BOCC PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General.Lighting..(3, watts..sq,,Ft.).......................... Small. Appliance. Circuits) ..... . ........ ................. . Range......................................................... . Ref rtgerator.................................................. Microwave ................................................................. Dish Washer ................................................... Clothes..Washer............................................... Clothes„Dryer................................................ Water. Heater .......................... I ........... ........... Garage.Door,Opener........................................ 2496 3 2,283 2 1.500 3,000 1 12,000 12,000 1 1,200 1,200 I 1,500 1,500 1 1,200 I200 1 1,200 1200 1 5.000 5,000 1 4,500 4,600 1 810 810 Total Watts 31,898 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,898 e40% 1 O 11,159 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 31,159 V olta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.83 Panel Size Required = ISO Ampa Electrical S mbol Legend $ Single Pole switch ® Recessed Can Light $a Double Pole Switch 19 Egeball Recessed Ps Push Button Switch _0' Exhaust Fan Duplex Outlet Ceiling Mounted Light _® Special Receptacle ♦ Wall Mounted Light aterproo groanfault circuit � Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon ManowI Detector 4& Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® smoke Detector � Canting fan ® Television Jack ❑1 Telephone Jack nc oeo A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® 1 Speaker Hook -Up F� = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Vent-tllru --- Soffit AiC 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER A/C disc. A/C disc. #2/0 AL SER Cable (3) $1 THHN Copper With #I Grnd 2 PVC Schedule 2" PVC Schedule 40 conduit ISO 40 conduit sleeve 150 AMP AMP MICE,into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can �/��/} meter can METER Intersystem bonding ME ER Intersystem bonding Termination pant 2" PVC ( FPL)-� Termination pant 2 PVC ( FPL schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL 132 CFM 121 CFM IOx1Ox1 IOx10x1 D Eel MASTER BEDROOM 132 CFM IOxlOxl -------- B/A 4L1 O 8/A CLOSE 3 CFM 1 i ATH I o" 10, IN 143 CFM 12x6x1 I CFM 16 n 22" x 54" �'' ----- Attie Aeeeu I with light L — — — — — 150 Amp '1Panel 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 CAR AT RO M I I Center Registers, l03 CFM 103 CFM on ceding fan IOAOx I IOXIOXl 12„ DINING ROOM due. I ISO 42/0 Aluminum feed AMP I %' Conduit -� PA EL 2" PVC ( 2" rigid service FPL Bar w6 cope id wire g to >g5 cant. i'e�ar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction INS B T 6 CFM -` Vent thru 1 - -- Soffit I 1 ,�, I j IIL� 8x4x4 1=p i - — — —_ 33CF I FQ� CLOSET I I I <18FM H.B. M 8ac4x� '� II _1�RRR d �I 12x12x1 CM 12xLxl 280 CFM MASTER OYERED BEDROOM PORCH #2 �+ Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP F Install oulet under disc. ui not shown or clarity A#i C Meter DEN MASTER BEDROOM Covered Porch WP GFCI ` C9 \ _ I � — Smoke / Carbon / Monoxide Detector Combo I , Y c GREAT ROOM I I I 1 i i I CLOSE 1 � �'► f 1 ` I DINING GFCI I ROOM PC � I GFCI GFCI Or. FM �® I� o. I II KITCHEN �I l G�� — �/✓ GFCI i o GF GFCI-y` G�_F_CI 42" GFCI "�I � 22" x 54' Il F\ LU Attic Access h light J I O 150 Amp \� Optional I L� Panel I panel location 1 � Pull chain \ light in attic 1 1 42" GFCI GARAGE Garage \ Door �rG r------- ---Opener---T I I 1 LX I I I I I I / I I / / FIB I I I I I WP GFC� I COVERED PORCH GEC Bar "8 c ell ire Gi --�o and ro`25'+ CerJanzed 11 to and rods lsvanLed fl 1 ground rods grand rods M E C A IN I L L J� \� %"� T — ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Jf�� 1 (�,// I ' - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS — manufa tune shall torque lugs I.A.W. -Contractor shall torque lugs I.A.W. SCALE: 1/4 ii — I i i 5.LECTRICAL manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction IC/KIC R t ri r to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment - Verify A a ing p o n i n ELECTRIC NOTES: t 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before I. Use copper wire onlg from panel to devices free of defects for a period of not less than two, years from ordering. The contractor shall provide circuit routings o 2. Provide and wire all required smoke t Carbon the date of acceptance or certificate of occupancy, or one suit the job conditions. Monoxide detectors, year from closing sale of house. 3. Contractor to verify location of electrical Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans service and provider. ALL bath kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any have been damaged. or as selected by others. 4. and b WP/GFCI rotected other phase of installation that may d I din r throw h any concrete Total Attic Space = 2,49, Sq. ft. required Venting Ratio I/ISO 16.6�f sq. ft. re q Provide A Continuous Vented Soffit S. 6. ALL exterior out ets t° e p Recessed cans to be installed per NFPA requirements. 14, It is not the intent of these plans to show every minor detail 22. All raceways an slab shall be spaced pipes p ace o g a minimum of three diameters of the 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install for electrical system and provide all largest conduit or 9 pipe from an other service. PP y a. ALL rooms. A/C Return Air Balance Must comply w/ FBC RMI402 all items a complete the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed in metal EMT 9. A(C Refri r�aqnt lines that are run fthru slabs must be IT. proper working order. All work shall be done in accordance with the N.E.C. and conduit. Braden Braden �"i1,4, PA 10. sleeved invC ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall local utility 24. Dr er Vents to FBC RM1502 be installed per Architects - Planners 11. All work shall be performed by a Incensed electrical meet all standard requirements of the electric contractor, the completed system shall be fully operative. and telephone company. 411 S.E. Coconut Avenue 12. Contractor shall pay for all lees, permits, testing, and inspections including blower testing where required. 18. The electricAl system shall be completely and effective] Tel : (112) 281-8258 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Fax : (1-72) 281-8283 interference with the progress of construction. 19. b All material ehail be new and shall bear underwriters' E-mail. brad enalascomcast. net 14. All required insurance shall be provided for protection damage for the labels where hall bin Stuart FL 34996 #AAC000032 against the public liability and property WQnne Building Corp. THE GEMINI Spanish Lakes St. II County Florida t=1 I I CLSET I I MASTER BEDROOM U2 Exhaust Duct 7hru Soffit ire For ront Post SCALE: 1/`t = 1 —O 0 Post Light with ?EVIEUVED FqR Photo can �+aDE COMP4IANC TU,,,-o" ST. LUCIE COUNTY v MODEL: Date Drawn Revisions > o Sheet Comm # 12-15-20 ` GARAGE Drawn LE 11-208 LEFT E — I c.c.u. B Checked by: D.R.B. OF 5