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HomeMy WebLinkAboutBUILDING PLANGuIP Coast Supply and MFG 5v Crimp Metal rooting FL #IIG51.12 26 ga. 5v enmpp metal rooting attached to plywood leek using #q x 1.5" wood act ews wit11 as as her washer at 12" o.e. max spacing over ASTM D (type 2) 30 Ib felt underIs is t installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps end with 1.25" ring shank minis spaced L" o.c. at all laps and two staggered rows 12" o_ c. in field. Attach sck to trusses using attachment detail on this sheet 12 5/8" thick light textured stucco on typical concrets 4 1 SLOPE I block construction Finish Columns with 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION THESE PLANS AND ALL PROPOSED WORK SCALE: 1/4' - II ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT t1AY BE NECESSARY IN ORDER TO /hp _ 0) 7y COMPLY WITH ALL APPLICABLE CODES. ST LUC E COUNTY BUI DING DIVISION CONCEALED FASTENERS OR ATTACHMENTS ARECTHI R 'C ', 'ai`:.•�r`.'OFTHE L,,.,,,,,v,° ,.WORD. REVIEWED FOR COMP NCE REVIEWED B DATE S�i� PLANS A ERMI UST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE A;unoa aionl -IS s l� auawauedaa 6ul4waad BIOt b ti AtlVd ��' aani30911 � 4 R� M RIGHT ELEVATION gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 6 ga. 5v crimp metal roofing attached to plgwood deck using #9 x IS' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 0 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 „SLOPE 4 EiGREiS PER D O'-0" _ 5/8" thick light textured stucco on typical concrete block construction i){inLG: if T — I —V Product Approval Submittal Affidavit oppenmbusBoltadnLasm1ftDaanw, OmwrLsad 1)ooee, Sliding Doors, mindova as Opening NOA/rL Product toast / Manufacturer alma Attachment method aLtion Design Pressure of Aftroved, 1'set. 1,2,3 t4 FLU 239.3g Single Hun SH-l00 Impact PGT 5/10 1/4" a. tapco:rs w/ min I f /� nwuetiail po f space per pr mat approve.itreetor all a re to inn. edge diitarees specified in roduct approval + 80.0 PSF — A IL-0330.02 Overhead Garage Door ; _°�FI� rid I6 - max ling DAB „ al'y , s., Mole. a -. .ear. rA 10-9-21 + 50.0/-40.0 psf B FL# ILL14.1 Fiberglass Dssi n Pro/ Domilsmooth Pro Jald-Wan Elea 1/4' die. to c with an 1.25" embedmnt at 3' max from corners andR1. oc. max. thereafter in head and jambs. + 50.0 Par - C FLU 251.5 Sliding Glass Door Series 110 SGD PGT 1" nom „space Tgpe GSA I/4' a. to c a w/ min. 13/ ' notrauon o e ae; ppra�uet approval. a�i"erecta aha11' a here to RIM V2 edge distances specified in Product approval + 60.0 PSF — Product N NUMM Model / Manufacturer Attachment Method tlon Date tau Design Pro� aTests mu0ue FLU 2LI.1 I" x 2 3/4' x .315" PGT I nstall por fastener type and spacin s shown in Table IA and IB in product approval on shoat 5 of Z2. + 58.0 PSF Roof FLU I1651.12 5V Crimp Metal Roofing Gulf Coast Su I and manufacturing 26 pa 5v trim m el roofs attached wood deck man a9 x I. ' wood � r • etc,�i Bell soalinp waslar at t 4 a . max img over ASTM D fitmW I O 1b relt inderhament installed wrth sin. 4 do Is, 6 and 6" end cps f stoned with corrosion reptant tin caps and with i!25' �ing steal nails �aqe� L' oc. at all 1 s and two sta gered ron I2' o.c. m held ttsch oek to trusses using attachment detail on roof plan — 108.5 PSF Siding Stucco an Block soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2' x 2" battens at L" o.c. screwed to sorrit framing using #8 x 3' wood screws at each truss. Install soffit to battens using 8" the- head - +55.0/-35.0 PSF Hurricane Panels Fl# 150'IL.2� Gau a ^Pal Global Protection T netall using 1/2' dia. solid set lead anchor* with 1/4' dia.-20 x 1.5" long 88 screw head combo, with Neoprene washer at 12 1/2" o c. along the bottom and 13 sic, at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record } Gulf Coast Supplg and MFG 5v Crimp Metal roofinFL #11651.12 26 ga. 5v crimpp 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 (tgpe 2) 30 lb Pelt underlagment Installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ..aced 6' once atalllaps and two �staggered �rows � 12* o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4' 01 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofingFL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood eck using #9 x 1.5" wood screws with salt sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6" oc. at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using atttachment detail on this sheet Z/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb Pelt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate II 1/2' drywall ceiling on truss bottom cord 1/2' drywall on x 4" studs at IL" o.c. base -board 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with Pabermesh OR Cxto' #10/10 WWM on L and Viaqueen over clean compacted termite treated Pill Interior Non-Bearina Partition Braden i Braden AIAe Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaia®comcast.net nlws Wynn Building Corp. THE WINDSO 5 anish Lakes S . Lucie Counttg Florida SCALE: 1/4' - 1'-0' 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 ASCE 1-10 for Wind Loading Building Desogn is: Enclosed Risk Category.. 11 Wind Velocity: IL5 mph ultimate Mean Roof Height: II'-Oe Roof Pitch: 4:12 Internal Pressure Coe( iclnt: t2_Ie SubJeatability to damage from: Weathering: Negligible Termites: Vern Heave Width of Roof End Zone: 3'-4e Wind Speed.JO—mph ultimate Wind Exposure Classification. C h21 x O.L = 0.�2L Adjustment factor or Exposure Height: ASID design Laid Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.L L+O.(SWL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.0-32.6 pat Zones 2. +2p.L/-51.0 sf one: 3. +20.6/-84.0 td Components t Cladding Wall End Zone Width: A'-4' Components t Cladding Wind Pressure (NET) Wall Zone. 4.+35.8/-38.1 pet Wall Zones 5. +35.8/-41.8 pd Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3ps1 Sheai Walla Considered for Structure? Y4 Continuous Load Path Provided? YYeeaa Are Components an Cladding DeMs Provided? Yes Minimum Sal Bearing Pressure:2,500 par, Presumpt►ve: X B9 Tests psi This AP1PRlfl f , APPO I 88: mOTNs NEITFERs ROOF LIVE LOAD: 11 pat ROOF DEAD LOAD- 10 pat FLOOR LIVE LOAD: 4_ eat FLOOR DEAD LOAD: 10 eat JOB ADDRESS: \`' Model: REAR PORCH LEFT late Drawn : Revisions 3-28-18 Drawn bg: C.C.U. Checked bg: ELY D.R.B. OR Lude COU* C3 ; Roof Zone I Walls Zone 4 ® Roof Zane 2 Web Zane 5 END ZONE Canner Zones Roof Zav 3 Sheet I Comm is Impact 0F 5 Counter top - verdg type With contractor FLOOR PLAN Recess Lop plate L"w x 3/8'd 4" For steel support angle C R A S H P D S T D E we detail on this wheat TYPICAL NOTES: SCALE 1/4" = 1'-O" TAIL N.T.S_ C I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter rOGBBdwith Work, proceeding g steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angle Install L' from each end and- 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of taunter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail 4. a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch. `� 1/2' drywall !_ 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord ro 03/88 0 2%" 12" x 12" Concrete column block Filled with concrete and (2) #1 bare vert. tied into lintels above Base cabinet N 2' x 8' wood studs at IL• o.c. 2' x 8' PT wood plate of trusses with screws per FBC R102.3.5. v KITCHEN ISLAND FRAMING DETAIL I. 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 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department 2'g° 2h" surveyor to set in field. „ ,2„ 13. Separation between residence and garage shall be per FBC R302.6 6" 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. R316 - see permit info box of code edition 18. Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CgLO, C1002, CIO41,C1177, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thieknsw Location Orientation Mra en8 amber Max spaem9 of fastener Ned wzino options for installation of dr call into pacing eximum ib wood framingg mein era 2' x min. ihieknew Nails Screws Ceding Perpendicular 24' 1• 12" 13go 13/8" long with 19/L40 head 0,098' diameter x 1 1/4' long /2 annular -ringed or 5d cooler nail 0.080' dia z 1 5/8' long with Wells Direction lL 8• 16" 16/0" head R Gypsum board nail 0.086' dia. x 15/8' with 9/32' head. Calling Perpendicular 24' 7 12" Mills 15/e' long with 19/64' head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail b 0.092' dia. 1 1/8' long with Walls Direction lL' 8' 16' 1/4' head OR Guypsum board nail 0.0915' din. x 1 1/8' with I9/L4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A136.1 and A13-7.1 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 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 accompangin 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 #11651.12 26ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' oc. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and to end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L oc. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal e el;i (10) TS`�fO>< i 1/2 each ie� ( 24' o.c.) supporting Max. 18101ba. uplift 12 4 F -ENGINEERED TRUSSES at 24"o.c. TYPICAL drawings bg manufacturer) KITCHEN T AAV 2. 1 2,1 2• Foe00000 VTR MASTER 00 00' 0, 1 2- j BATH 1.�� 2'I j "or00 ur i DRY LA:2- I 3' I I p• I I I too .J o-AWN BATH #2 s • SANITARY RISER fits Window Schedule Mark Size Rough Orien. Window Description PRESSURE ZONE I. 4'-6%;'x 4'-L %" 64%m"x 5418" Single Hang ZONE 4 2, V-24`x 5'-3 %a" 15' x L3 W, sirde HMO ZONE 4 3. 2'-2' x V-2h" 21%2"x 38%' Single Hung ZONE 4 4. 3'-P x V-3 ia' 1 38' x 63'14, 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X i'-O" 108' x 84' Overhead Garage Door ZONE 4 D V-0' X V-8' 410i4" x 8SN" Pdw law Panel - Inswing ZONE 4 C L'-O' X 4'-8" 14" x 81 i," 2= Sliding Glees Doan ZONE 4 D 2'-0" X V-8' Solid Core - Wood - L-Panel-6rFald Finished 24' x 81 h" E 2'-6' X V-8" Solid Core - Wood - L-Panel P 5'-0' X V-Se Solid Core - Wood - L-Panel - BrPdd G '-8' x V-8' x 1 N' Solid Care Wood, Steel, or Masomte Door H 2'-8' X L'-8' Solid Corte - Wood - L-Panel d 2'-L' X V-8' Sokd Core - Wood - L-Panel - Bi-Pdd ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction in permit info AND SHALL ON SHEET #1 I" x L' P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachment Aluminum Drip "\R-30 blown fiberglass Edge i Faacia """-r in bottom chord or trusses I/2' drgwall with smooth finish 2" x to Sub-Fasom Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan full o vent viniiI soffit installed recast lintel filled with concrete and (1) #5 using 1/8' die shank x X lay gaiv. gar cant. For bottom row over openings roiling nails with 9/8' dia. head per product approval - we chart .hard 81 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 ri-foil _ insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete T and shall meet all pertaining ASTM codes. block construction W Mortar to be Tgpe 'M" only proportioned per FBC R601.1 - and Mortar Jonts shall comp y with FBC R401.2.1. Provide Dur-O-Rock at all wet areas tax showers. tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted sae foundation plan notes for -: Base spacing at openings 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade _I � I " "`��� IIIIIIII1 II I ij1 =III IIII- IIII IIII- I - I " III I I I 14 x 14 Concrete footing I with (2) #5 bars cunt.and #5 transverse berg at 48" O.C. TYPICAL. SECTION Scale : 1/2" = I'-O" r Attach buck to block wall with 1/4' 8a. Elco cone stress With inn. 1 1/4' penetration at 12" oc. max and 4' max from each corner thru of liar raw 2' x to PT Buck armm N:LM m8 Woad ucross tin jamb into book it attachmentand Detail at Door each brae andW oc, mmk na to adoor15' NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION O r Install wmda" thro buck into block with 3/16' tyro on with 11/2' penetrator at L arc. max f om • eh caner and 20.' oar. max t as r et wbs and 10' oar. max. Extemor face at �• aria wd pa prosiat approval of wall ---\ / sack to be r x 40 PT -'x4' P.T. Buck nailed to Detail at Windows plxk with ease hardened Wads na to mmdou attachment NTS 2" Verify attachment hole location with GC prior to fabrication 3/e" thick L„ steel bracket Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L' o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at all per product approval - I" x L' P.T. Buck nested to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall - I!!r n COUNTER TOP BRACKET DETAIL Bottom Trec Typical Flooring Sill Install SGD thru buck into block with 3/I6' tap -eon with S 1 1/2" penetration at L" o.c. max. I i d i n g D for Detail from each corner and 20.' o.c. max thereafter at Jamba per product approval Jamb At Masonry Wall NTS Braden ! Braden AIA, Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 4M+,,aP#, 01 '%Scion nAAr%nnnr. I 8'-lo7," 1.12". W-10/2" Filled cell under girder above PORCH WIRE LATH li STUCCO CEILING EGRESS 13'-11" MASTER n CO o BEDROOM ZA 8'-0" A.F.F. I Flat Ceding ° ° I (DI ® Vanity to be 34 Y,"high 8'-0" to 9'- " A.F.F. , Vaulte Ceiling Tio Rod t SheIP ° co GREAt ROOM I 81 OSE� ° I- nM c N i L Rod E Shelf � �d)31 WAbHER DRYER ` i in 5'-3" 2" � :a ° I LAUNDRY ° 9'- " I �, O (Di 173 8'-0" o 9'-8" A.F.F. iv Vaulted Ceiling I a 4 DINING anit ROOM I I I 34 Y,h to b 42" 18" 3/8" thick steel counter tar to Tin c ter top supports �O„ overhang wa l 1.5' ;r I I 5'-3" 4"I- I counter tol s to eq. eq• overhang wal 1.5" 6° kn ass Dw i ° o +41" high wall SECOND ° I KITCHEN P BEDROOM q _ 8'-0" to 9'43' A.F.F. e'-o° A.F.F. O Vaulted eiling I r Flat Ceiling Upper cabinets to extend over Ref. I T cR wAVE NON VENT REF. H.B. ° (J 88' CLEAR 12'-8" L - - - orENiNa tr A/ C W H -n seu IeeuNt oa O o Steel Ballard Provide auto THIRD #I �8ee detail on this sheet closer O � W �� BEDROOM r----- 1 Lu 1 Atuc Aga O I Q1 0 ° io W O„ 8'-0" A.F.F. Flat Ceiling i9 = _%i\ Flat Ceding ARAGE 12'-8" ilock wall in g rage to be ° MT struck block ° 2'-8" ° R-n ens. imasexa 0 Am Provide auto 15Panel p EMERGENCY closer r - - - -------------7 EGRESS-----------------7 O I I B I fn IGOLF CART I I I I GARAGE I I I I I PM0 0 0 q o o ° o ° 2'-e" _ I _® 9'-O" _I_2'-e" I L'-4" _I2'-8" _ _ 9'-O" 2'-8" A UJun le Building Corp. T IE WINDSOR gankh Lakes . Lucie Country Florida ul V w 8_ L ul H M a - in Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = 14,024 under Roof Total - 2,484 eq. ft. Date Drawn Revisions : Sheet REAR 3-28-18 PORCH Drawn by: 2. LEFT C.C.U. Checked bg: D.R.B. OF 5 Comm # 15-158B impact -D I NUL. I UN/_tIII- INk.J 1r__.7" 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 2,500 PSI AT 28 DAYS 9. 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/ L 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/ 4X4 10/10 WELDED WIRE MESH REINFORCING ON 4 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. 4- 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 DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = .11 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, 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 1600 PSI I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. Ili. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN 1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from L'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0 and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Compang 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-14 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert, w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade v- ICOSE' '11 . — =I I III 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. Thicken edge to S"x8" with concrete and one #5 bar continuous FOOTING SCHEDULE Mark am Dean tion I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 1480 MONOLITHIC FOOTING - G" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x B"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 12"W X 184D MONOLITHIC FOOTING - G" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermeah OR G xL #10/10 WWM on 10 mil Visqueen over fill 14" #5 bar vert. w/ f i TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'-011 at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Ad,luat curb height 6"x0 1t10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. VxG" #10/10 WWM on 10 mil Visqueen over #5 bar Cont. 95 bar in curb clean compacted termite treated fill O'-O" ®F.F. Allh Grade o " — 10" (2) #5 bars cont. bottom steel ��I_ 14"w x 14"d concrete monolithic II iIII—III' footing with (2) #5 bars cent. 12" 14„ =2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of factor IL" below finished floor �11 1hil F=1 _ 7a 30" COLUMN FOOTINi Verdg house slab height in field 30 x30 xl6 concrete column footing with (4) 45 bars each way SCALE 1/2" = I' �111111d= 4" concrete slab with fibermesh OR 6"x4" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 101, #5 bars cont. bottom steel 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x V PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �-i- c.) IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O is 12" x 12" concrete column block filled T-P!7+4L I_ with concrete and (2) #'I bars vert. tied - into lintels above 12" 8'-10y2,- Io'-o° /r aO r _ _ — — _ _ _ r , '� � ® ®� — � Filled cell under-q/] I FI I girder above O I FI d I r ° 4" 0 Rear Porch Slab to L FI p I W - be poured separately I O from House slab. I ° I n I I a I I 24"to wlcxel4 d oxin24"L led cel Hi Ell I I ° ° O ° ° ° I under ugi dernder ilb arng. I I — — — — FI Rear IPaWo/Slab to FI I be flust with bottom of ° slidin door recalls, slope I" ° I I I I I I I I e ° 4" ¢oncrete slab with fibermes OR o�i I G"xd" �10/10 WWM on 4 mil Visq en over 3 u `s I cleai compacted termite treate fill o I I I ° o I WASHER DRYER it I O I FI I I I I I I I I °I I _ I I o � � o A In I i law I " 4" concrete slab with fibermesh OR G xp1 L /10 WWM on G mil Visqueen over cleaIi compacted termite treated fill I I mcRowAVE NON -VENT REF. H.B. ° I O 3e' CLEAR OPENING O O 0 r ° A/C I I 8teeail 1 Ballad Sae deton this Aset I I r u, I I r>' 1 I Attie Assess I I I z 1 I° I Lu- '&—�I I aJ I I w II I J Meter and panel eitMofr Nile — — — — — — — field verily a ° ° ° service location 7 I I b 150 Amp ul I ( Panel 40 StA I o I ° ° I I ' IF of 13'-0" ° O I 13'-0" Ito O I I I — — — — — ° t — — — — _J I.5" Recess for ° ° ° ° eJl 171 J.5" Recess for Irm,111° arage oor Ciarage oor r 2'-8" 9'-0" _T-8" _ _ 6'-4" 2'-B° 9'-10" Double Filled Cell Column Single Filled Cell Column NITS NTS Braden t Braden AIA, PA w(, nine Budding Corp. Architects — Planners S.E. Coconut Avenue TW i N D S O I`�. Telel (712) 287-8258 17HE Fax : (112) 281-8283 S anish Lakes E-mail: bradenaiascomcast.net ep LuCle Count Florida C+.�« W 'Ad4AL iteernnnn'A') V Date Drawn Revisions : Sheet Comm # REAR 3-2e-Is PORCH Drawn by: 1rJ_�rJS6 c.c.U. LEFT Checked by: I Impact D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or, sc ews bas d on ress re for roof stated in permit Info brox on these pans f4or zone 3 Kau Area Ede Field Fastener MaxPressure Zone I 440 ad ring shank 45 pef Zone 2 4 116" 8d ring shank 16 Pat 77/ Zone 3 " 8d ring shank 84 psf ** Zone 3a b" Is, It #8 wood screw 112.5 pat ** Use nails or eirews based on res ure for r of stated in permit info �ox on these pl�ne or zone Provide 45 bars with min. 48 bar diametars overlap into beam. Tie filled call steel into continuous beam block steel. \�, Provide Cast -Grote sue-OC/OT precast --- lintel set in mortar Min. Min. 8" Bearing Verifg with Plan Concrete 12"x 12" Lintel Column Block I�' IIC I I � :II 1 Rebar Rebar 48 Bar Din. Min. Overlap Column to Lintel Attachment BEAM SCHEDULE Mark Slze and Descr( Lion Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II1,51.12 7BITcomntinuous rows of beam block filled with concrete and 1 #5 bar 26 a. 5v crimp metal roofing attached to plgwood deck using #9 x I 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 90° bend bar with a ID" min. la at t bar, itgpa 2) 30 lb felt underlayment installed with min. 4 side lope and V end p op 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 dotal on this sheet `_ Addmonal recast Lintel Lintel Bar Clear "A" #6 bars ;r Cis Length Length Span Bars Bars i •L"� i i �' ' i i 'i 2'-10" 2'-8" I'-b" 2•#3 none 3'-C 3'-4" 2'-2" 2,#3 none GPG-OB/IT eP0-IS/IT ePs-1e/2T ;e _A, aminal 4'-O" 3'-10" b2'-8" 2,#3 none #5 bars ' `i�' 4'-V 4'-4" 3'-2" 2.#3 none cyan 3?.`: me Row of 'H" i Block Above ;S;r; 3 5'-4" 5'-2" 2,#3 none ;';z• 5'-10" 5'-81, 4'-6" 2,94 none Pretest Lintal P ?�i .y. Additional i 6'-V L'-4" 5'-4" 2,44 none i #5 bars t---- IL---- 1'-6" 1'-0" 6'-2" 2,#5 none AIL-IS/IT $P%-16/2T NOTES: 8'-4" 7'-10" �'-O" 2,#5 none I. min. coverage of steel=1.5' 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 10. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Provide #5 bar set in pre -cast R O O F F ^ A IN Scale : 1/2" = I'-0" lintel into beam where length or the opening calls for it. — OYerhan t 1�-O�i l therwl e n tad n thl Sheet Y— 4 1 ,- y �.' 4•—.- --- -L----------- a PT Buck ad per jamb into filled c 4' Pre -cast Sill i, gs a sin ass o s o o s — Roof pitch at +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 Pawed Pilled Call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction n Provide #5 bare with min. 48 bar W iameters overlap in filled cell. Tie Bled call steal into continuous footer steel. Concrete footing �•'::J; �':!• :A:_ :. (sae tooter schedule w for exact sizes) DETAIL AT WINDOW OPENING IN oall CBS WALL Scale: I/2" = r-o° < a a a- a W t_ S Wei SINGLE PLY REAR GIRDER TRUSS u ,, � U to Nat 1' x 4' bhx kap to Vert, leg or E IE , oD trams with 104 x 1.5 at 4' oc.in u :r Instal Simpson HOT into �=1 wags me want bow (A IOd e%I into trams � � \\ 1 W TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING POINT NTS ' 1/8" thick hgglit textured stucco installed per ASTM C 92t over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L o.c. in field and edges with IOd ring shank nails into studs. LINTEL SCHEDULE Mark W Unit 8ire I C Specification ciheaaion 'H' Block or Above 8UM sme Taw"A am MG " ML) Up�Yfs LOW L tteral LosIWidI I') L22 X-2' V-0 OFO-ODAT I 05 3069 569 1024 L31 _e's 4'-0- OFO-oem 1 85 2MI 1363 10 L45 41-6' 5'-10' OPO-08/rr 1 05 1105 904 329 Lao a'-O' &I sias-cia/m 1 06 1238 an 121 LLO L'-0' T-V sPs-OS/rr — 1 85 101 121 534 LBO s'-o' T-4' OPO-10/2T 1 05 2 06 152 591 1 912 L40 9'-O' 10'-4' GPO-1e/2T 1 05 1 1 #5 943 $30 401 L1015 1'-O' 10'-i' OPIL-6/2T ONE 1 85 2 06 1633 us 401 LI00 10'-O' II'-4' OP9-16/2T 1 05 2 06 682 494 452 LIOOe W-0' lr-4' OPIi-s3/2T ONE I o5 2 as Is" We 452 L120 17-1 IS'-4' OPO-10/2T 1 05 1 2 06 411 420 324 L1209 12'-(r IV-4' sPli-6/2T ONE 1 05 2 06 1015 110 324 LHO 141-W 16'-4' ePli-6/2T ONE 1 05 2 85 1250 629 269 LIAO Ii'-O' 11'-4' GPO-1e/2T 1 05 2 06 zoo M2 M4 LWO W-0' n'-4' ePli-6/2T ONE 1 05 2 06 9a0 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 equai hurrican1e 0r�c or at each true with tli7) 10 x I I/2" nails — ( 24" oc.) supporting Max. 18101heUplift Aluminum Drip Edge t Fascia 12" 2' x L" Kagcan full o vent wnill soffit installed wuwinngp I/8 dia shank x 1.6' long gaiv, roiling nails with 3/0' Jim. head par product approval - we chart sheet 91 12' x 12' concrete column block filled with concrete and (2) 01 bars Vert. tiad___ into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of factor 16" below finished floor 12 F 4 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd nI at each web penetration 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each Pilled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — a Slope per foundation plan II��IIIIIIIII�'' ITualcal S Brace Gable end with 2" x 4' SYP #2 eft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOvu IICU00=0 0 24"o.c. TYPICAL t shop drawings big manufacturer ) R-30 blown fiberglass yin bottom chord or trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete .and (U #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (1) #5 or cant. for bottom row over openings 1/2' druwall over I" x furring strips at IL" o.c. with R4.1 Pl-foil -insulation on tgpical 8" Block walls All drgwail to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. s Mortar to be Tgpe M onlg proportioned Der FBC R401.1 and Mortar joints shall comp19 with FBC 401.2.1. Provide Dur-O-Rock at all wet areas lax showers, tubs etc...) Fill call with concrete and (1) #5 bar vert. (tgpical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4' concrete slab with fibermeah OR 111 #10/10 WWM on L mil Visqueen over / clean compacted termite treated Pill 1�11'! lilt III — FI �ctlon at Front F)orc Scale : 1/2" = 1'-O" QW Provide downspout trap truss to wall using Simpson MGT with Simpson HETA 20 dia. threaded rod with min 12 embedment hurricane anchor at each truss into (22) beam either wet set or in IOd nails into truss. Add truss leg per detail on epoxg with blocking m to this sheet 24" o.c1810 plbsr uplift ax pp g ETA 20 0091 lollP I N Eli IB - Ar i NEWMAN i MEN awl A3. FVAA IW"A I I N W., PRAN W, A I I PI '11 1.5 -fing attached to plilwool jua6er at.�c. Tray stactTo over 43TY ID 0 rrn resistant tin cap* and with 1.25" ring ;ga;k ;;;rs and two staggered roI 12" o.c. in fie I I F"rukrr, Arid wo FAJ W__AA FAAF WIN IMEAN . I I I oil 0 ETA 21 ETA 20� Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide dornspout ( 24" o.c.) supportingg Max. 1810 lbs. uplift IUJ a �'u N ib m Rio na ACL t`I W� 2t w to �ti 13 Q4 w tn� Z- v N L I PANEL "A" Pales BR Load Wire Desenpraon aea8 owes Description Wire Load BR Poles 2 4o 1.0 ko 88 A/C camp 1 2 AHU mo 3.6 Its 30 2 3 4 2 30 4.5 ke alp 40 gal. aster HTR 5 L R 86 12.0 ke 5o 2 8 1 20 1.8 kw 812 Pump 9 10 1 Draw a10 5.0 ke 30 2 11 12 1 20 1.6 km 812 13 14 DiWlwasher 812 1.2 Its 20 1 1 20 1.5 ke 812 Microwave i5 14 Refrigerator 812 1.2 its 20 I 1 20 1.5 us a12 Kitchen S.A.C. 11 18 Recepts 812 - 20 1 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 1 20 1.2 Its 812 Clothes Washer 21 22 Recepts 812 - 20 1 1 20 0.81 ka $12 Garage Door Opener 23 24 Recepts 812 - 20 1 1 20 1.4 kw V2 25 1 24 1 Recepts $12 - 20 1 1 20 1.42 kw 812 21 28 Recepts 812 - 20 1 I 15 #14 Gainers) Lighting 29 30 Recopts 212 - 20 1 I 1 15 814 General Lighting 31 32 Recapts 812 20 I - I 15 a14 General Lighting 33 34 Exterior GPCI $12 - 20 1 I 15 814 General Lighting 35 36 Bathroom GFI $12 - 20 I - I 20 812 smoke Detectors 39 38 General Lighting a14 - 15 1 - 1 20 $12 1 Bathroom GPI 39 40 General Lighting 814 - 16 I - s are 1 41 42 are PANEL "A' LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts .49: Pt.) $mall. Appliance. Circuit(&) . . . . . . . . . . .. . . .... .............. Range. , .. . Refrtoerator .. ... . . . ........... Microwave ......................................I.............. Dish ,Washer ................................................... �Iothee..W.i1§her............................................... Clothep„Dryer................................................ Water, Heater ................................................. Water, Pump ........................ ........................... Garage,Door,Opener........................................ 1135 3 5.205 2 1,500 3,000 I 12,000 12,000 1 1200 1200 1 1.500 1.500 1 1200 4200 1 1.200 1200 1 5,000 5,000 1 4 00 4 500 1 1 800 1 800 I BIO 810 Total Watts 31.416 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 D 10,94L Electric Heat or A/C 10.000 945% 1 10.000 10.000 Calculated Load Watts _ 30,91.L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required =ISO Am s Electrical S mbol Legend S Single Pole switch ® Recessed Can Light Doable Pole Switch Ellebol Recessed is Push Button Switch Exhaust Fan swe DUPWX Outlet Ceiling Masted Light Special Receptacle O- Wall Mounted Light Waterproof, grand (molt mterrup Li t with Pull Chem (attic) ® Floor Duplex Outlet C Compai Cormactlai Jack ® Carbon Monoxide Detector 4& Plood Light Therwoatat ® Electrical Panel Central Vac 8 Electrical Meter ® Smoke Detector Calling ran ® Tehrvixon Jack Telephone Jack A 0160 A/C Discaaiect ® I x 4 Florescent Light ® 2 x 4 Florescent Li t ® Speaker Hailt-Up ><❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O as THERMOSTAT LOCATION B/A on Balanced Air Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen. Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI402 10. A/C Refri rant lines that are run thru slabs must be sleeved in 411 c 11, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor. the completed s stem shall be fully operative. 13. Contractor shall pay for a ees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defect& for a period of not leas than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical ayatem and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitu and telephone companil. 160 s.S/O Alamo reed OCMP I ,i' Conduit �� PANEL 2' PVC I 2" rigid service PPL 68eaMopvl a�in slab ELECTRICAL RISER INIMUDED ,N T46 PORCH 141 CFM IOxlOx1 GREAT 141 Claim lOxloxl W 141 CFM IOxlOx1 I I IOXK>)d-�I-�;I 3 TON I KI ICHEN SEE MANUAL I°v rems 'J' and Energy O 30PCLIN R Cakuletwri L - - - - far Unit info - - A/C W.H. #I 00/8Steel Ballad ee detail on this sheet 22" x 64' 1 At L amth W - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. 11 manufacturers recommendations which shall be verified prior to construction 19. The electrical ayatem shall be completely and effective[y grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 GARAGE r----------------- 1 I I I I I I I I I I I 1 12 S/A 12' IL' 20x2O 124 CFM IOxlOxi (MASTER BEDROOM 1 CFM LOSE ASHEN DRYER LAUNDRY 124 CFM IOidOxL ON PORCHEP WP GPCI MASTER BEDROOM I I ® I I I i GREATS ROOM ILOSET %Y I \ 50 Claim -- V -otffR I \\ _0 \ WASHER DRYER I \ ( \� LAUNDRY B/A jk Y1iZx� 1M SECOND BEDROOM Install oulet 1 under disc. not shown for clarity 12 B/A THIRD BEDROOM 100 CFM IOxixi 150 Amp Panel GOLF CART GARAGE I I I I I I MECHANICAL LAYOUT O-THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 " Braden i Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net DINING Elpas �Il`�'� ROOM %.S �100, I II I WP GPCI P I 1_ � I T C'H Ei _ I I �s I I n GFGiI 1fiCRq EYNaT - QNON © 317) 0 REP. in \\ GPCI GFCI W.H. Grc \ A/C 4 ul See detail onalli�iiis sheet r; L _i,railc T _ Ia; OPTIONAL PANEL l LOCATION / GARAGE I� SECOND I BEDROOM I 1\ THIRD ---BEDROOM Poe 'o �\ a w / GFCI L \ \ GF11DWJ � 1 150 Amp GF0 / r--------®=------i to \ GFCI Panel UPKI -ram _---------1 \ WIN Garage j Door I \ Garage j I Door Opener I \ I Opener -s PI I I 1 \ \ 1 1 ; GOLF CART II GARAGE FronntePos Light I I to garage +Ights Gra I 1 Wunne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida N N wP GM ELECTRICAL FLAN O Post Light oath Photo cell SCALE: 1/4" = 1'-0" Center Post Light between cir omiage Attic Ventinci Calculations FBC 2309-1 Total Attic Space = 2101 ft, Venting Ratio 1/150 = 18.000 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn : Revisions REAR PORCH 12-Li-11 Drawn bg: c.c.u. LEFT Chocked bg: DIR.B. Sheet OF 5 W-I iW