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HomeMy WebLinkAboutBUILDING PLAN8'-I" T.O.B. 12 O'-O" = Finished Floor 12 4 1 SLOPE Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" ene laps fastened with corrosion; resistant tin caps and with 5" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attac deck to trusses using atta hment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION tHESE pP�,S SPN NCO EG4 PPVpP 5/8" thick light textured stucco on typical concrete block construction 2" 1 Finish Columns with 5/8" thick cut coral finished stucco bands pyL MANUPAC fU'IE° p_AP! �a $HOWINa U FACTORS AND jHGC CO'APUANGe W0 FBC ENER AND WIDE NDDWS REMAIN ON AU- DOORSE APPROVED UNTIL INSPECTIONS AR 5/8" thick x 8% cut coral finished stucco bands SCALE. =1'-0. ELE\/ATION DOTES. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washej at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment 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 usne attachment etaill on this sheet RIGHT ELEVATION ALL MANUFAOrUREB LABrM� e IJACT FORS AND SHf"t CODE MUST ..mrti FBC ENERG "un WINDOWS Product Approval Submittal Affidavit RUN(ILINSPECTIONSAR Opening Schedule Swing Doors, overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method XSiiration Date Design Pressure of Approved Tests I"2,3 t4 FL# I1499.2 Single Hung Series 185 MI Windows and doors L iq� x gpcona Ww minr1 ptnetipUgn et rom each corner end L o.c. thereafter through PT Buck Into Pilled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approvaL sold = ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4' max. width W-0" max height DAB au x vc to eerc, is a w ce with #5 bar vert. wing 31W x G' Hilt, HLC abeve ethers at a' oe. th 1.25' de. enMrs enh W. 4' edge deteace. Inatsil track t. buck rig to snr x 5/6' full thread leg screw in each bracket ma,ritwrimg m,a or 1.5' edge dateca - GC to etrKtly adhere to predict apprwal rands /IG' nmi. flasher a rdler ahafts. 10-9-21 + 50.0/-60.0 psf B FL# 19414.1 FiberglassPro Smooth Pro/ Jeld-Wen Elce 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and Jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors z �1p cane w I enet etion at rom eac�n corner and T c.c. all �oulle row tkeretter throng PT Buck Into Wid filled CMU wall maintaining min 2.5" edge in strict adherence to the product approval. max. dutence + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST D to ation ofeApprove E� Mullions FL# IS3S3.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4" embedment' penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. VIEWE TE ± 118.9 P NS AN SITE OR N Roof FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2(ga. 5v crimp metal roofing attached to plywood deck using #11 x L5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Itgpe 2) 30 Ib felt underlagment installed with min. 9 aide laps and 4" 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" ox. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at C o.c. screwed to soffit framing 9812x 3" wood screws at each nails installsoffitto battens 0.Hurricane using using + 55.0/-35.0 PSF Panels FI# 16016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" die.-20 Ix 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" C. along the bottom and 13" o.c. 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 Supply and MFG Sv Crimp Metal roofing FL #11461.12 26 ga. Sv 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 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 staggered rows 12" o_q, in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 2" 12" .H. O .H. 7�1 L J ---------- "/ ------- O O 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" - Overhangs at 1'-i unless otherwise noted on Roof Plan - Roof pitch dt -4:12 unless otherwise noted - ,Ang 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. 1/4" = 1'-0" 2" x 4" top plate OUNTY BUILDING DIVISION OR COMPLIANCE v PERMIT MUST BE KEPT ON JOB INSPECTION(S) WILL BE MADE base -board 5/8" thick x 8"w cut nl finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands �I/2" drywall ceiling on truss bottom cord �RO'ttiCEONS RK A� yPECT R'IO �T 1OP�� gGQOF.1111a 1/2" drywall on 2" x 4" studs at W' o.c 2" x 4" P.T. bottom plate Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typica' concrete block construction FRONT ELE\/ATION Allunoo i ions IS Ae 03NIIi ST. LUCINUNTYBIJI-L7D; DIVISION REVIEWED FOR COMPLIANCE REVIEWED Y C- DATE PLANS AND PERMIT MUSi'$E KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE \ 4" concrete slab with fibermesh OR 6"xv #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Searing Partition nts Braden it Braden AIA, FA Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton BTeell (112) 28�f-8258 Fax : (1 12) 28-1-8283 Spanish Lakes E-mail: bradenala�comcast.ntdt St. Lucie County Florida Stuart. FL 34994 #AACOO0032 a 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 i1 SCALE: 1/4" = 1'-0" --� 5/8" thick x 8"w cut coral Finished stucco bands -0'-4" A.F.F. CONTRACTOR COPY 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: US mph ultimate Mean Roof eight: Il'- Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectabditg to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+O.6LlJL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 5. +35.8/-3'81.-1 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? e , Are Components an Cladding Det� Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 21 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_5_ per FLOOR DEAD LOAD: 1O par JOB ADDRESS: TO IZOPITCH E::] = Roof Zone I Walla Zone 4 Ee = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 MODEL: Date Drawn Revisions : Sheet Comm # 5-9-I1 GARAGE Drawn by: j RIGHT c.C.u- I _ 12 - 2 1 Checked by: D.R.B. OF 5 'FLOOR FLAN lH, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high 66 4" diameter steel hor rwlth 4 st. proceeding With work_ Flange 3/ 1, 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2%" 2%2" 5_ ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ir,' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3/e" 0 2 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. 7. ALL wood in contact with concrete shall be pressure treated. o 0 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 ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 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 er FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radian Masonry Beam flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation P q P P to b x 6" P.T. Buck Walled nails block with case hardened Halls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 Oleo, C1002, C1047,C1177, C1118, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Spacing installation of into Nails screws Maximum wood framingmembers , 2 x min. thickness Ceiling Perpendicular 24" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail 0.080" diaR x 1 5/8" long with Walls Either 161, g^ 16" Direction I6/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8' bong with 19/44' head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR a 0.092" dia. xx 11/8" long with Walls Either 16" all, I6" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x i 1/8' with 19/64" head. Install SGD thru buck! into block with 3/16" tap-qon with penetration at O.C. Max. from each corner and 140." o.c. max thereafter at head pe product approval Use 3/16" tap -coin with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill pier product aaprcrc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108,6, A108.1, A118.1, A118.3, A136.1 and A137.1 20, Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 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= celling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin 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 Sv 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' aide 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 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 with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -may "\R-30 blown fiberglass Edge t Fascia 11 in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vm9l soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 15" long gals. bar cont. For bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" drywall over I" x furringg strips at 16" O.C. with R4.1 fi-foll nsulation on typical 8" Block walls 5/8" thick light textured a All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertaining ASTM codes. block construction ro Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (D #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cxb" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade `r .... IIIIIII-III III I '.4..^'_�.:"..�°IIII- IIII IIII IIII 'ill=IIII - III .:IIII=IIII= ! 11 1 1-IIII_" I l i i"III 114" x 14" Concrete footing 14" with (2) #5 bars cont, and #5 transverse bars at 48" o.c. T`rFICAL SECTION Scale : 1/2" = I'-O" Head fixed door slidingdoor AREA CALCULATIONS Living A/C = 144� sq. ft. Front Porch = 141 sq, ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR JAL 1 I I 21' VTR Master r� I JIL Bath 1 2 1 Lev. I 2^ I Lay. I 4^ 2" VTR W.C. JIL 3' i I I 2• 3" J Shim. Kit. Sink Kitchen 2" I I Lev. 3" W.C. Bath #2 sham. 3" C.O. To Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring _ Sill Install SGD thru buck into block with 3/16" tap -con with S l l d i n g D Oor D e t a l l from penetration at " max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS WInd oui Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. ^4'-5%"x 5'-3%" 54%8"x 6314" Single Hung ZONE 4 2. 6'-2%'x 5'-3 %a' 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38% Single Hung ZONE 4 4. 4'-5%"x J'-2%s" 54%,'x 541'a" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%4' Fiberglass Panel - Inswing ZONE 4 C C-O" X 6'-8" 14" x 81 /2" orm ; :°`..t°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-B" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet uI GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 12" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 1 8'-0" to 9'-I " A.F.F. Vaulted Ceiling GR AT ROOM I I 19'-8" i n I 8'-0" to 9'-8" A.F.I. 2" x 6" knee -wall Vaulted Ceiling I below counter top DiNiNG I ROOM I a� l a as 9� i i Vanity to be 34 Y2"high II'-O 3/4 9y4" (4111) ° High Wall I N - _ 1-1/2"_ H. E0 o i0 ATH Rod t Shelf - _ - _ - O N- m I in N O D co F tj mN u_ 8'-0" A.F.F. Flat Ceding J SECOND o ry BEDROOM �0 1< EGRESS 12' - 8" iv I _00 MASTER BEDROOM 8'-0" A.F.F. U bo Flat Ceiling HNU_ Rod " Shelf Vanity to 34 Y2"high- m L I I NI r- L SET 0 NI >J_� b1. Rod She LINEN / r O ABINET O O BAT O KITCHEN:: 2 ° Vent C - - J I througl 8'-O" A.F.F. �y Flat Ceiling- -O" I Upper cabinets to extend over Ref. N I 2" filler cNv Qe ayye� R3.f. c .a pia ® .0 N ®LF I N H -II Bette eulauan 4"0 Steel Ballard - j aiviiii-deta� gn this sheet 22" x 54' 6 Attic wih lit Access J closer auto L__-_ 1 Q co �Q 2„ o c 150 ai Panel AMP _ .-% ���Mae ❑ \% EGRESS O OOP E E O'101N 3'-I" O O CC V E R D 12" x 12" cor a column block filled ith concrete and (2) #1 bars vert. tied ORC I in into II tels above 2" N 4'-2" 2'-8" 2'-8" ' 5'-4" 34'-O" Install windows thru buck into block with 3/11." tap -con with 11/2" penetration at 6" o.c. max from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT dock with case hardened Wads ON ALL JAMB, HEADER, AND D e t a I I a t W I n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK U et a l l at L) OOr INSTALLATION r----------------- 1 Block wall in I garage to be struck block i I I I i I I I I I I 1 Exterior face 3'-5" A/#IC 20 v- Meter CONTRACT00 Attach buck to block wall with 114" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck NTS Braden Braden ,41A, PA LU(gnne Building Corp. MODEL: Date Drawn : Revisions Architects - Planners 5-9-I1 S.E. Coconut Avenue The Grand Carlton GARAGE Drawn by: Teell (772) 287-8258 R GH C.C.U. Spanish Lakes Fax : (712) 281-8283 E-mail: bradenaiascomcast.net Checked by: Stuart. FL S499L #AAC000032 St. Lucie Count Florida y D.R.B. crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-27 OF 5 2 3 4 6 7 le TRUCTURAL NOTES ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,900 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IC ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. it. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MiNIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. I6 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IZ FCLAD/470N FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 11:1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, l A-35 SPECIIOICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL_ 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. MINIMUM CO CRETE PROTECTION FOR REINFORCING BARS: FOOTING'' 3" BEAMS: I-1/2" LAP ALL 'REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 I U5 bar vert. at �48" O.C. max. Provide (1) filled cell On each Side Of Openings upp to 5'—Il" Wide. Provide (2) filled cells on each side of openings from ('—O" to 9,41, 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 8. ALL Reinforcing steel shall be grade , 0, meeting ASTM A—I� 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. We 45 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell r- SECTIONS 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Will = III 'III— lconcrete monolithic footing with (2) #5 barscont. c I 14" TYPICAL FOOTING DETAIL. J SCALE 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o. foundation plan lo° 12" DETAIL AT GAR 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied into lintels above Top of footer 16" below finished (2) #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in field IM -1III II 30 x30 x16 concrete column footing with (4) _ I—k 11= 45 bars each way r 30" rl OLUMN FOOTING DETAIL SCALE 1/2" = I' - Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE- �• �OIIIo n SCALE: 114" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ TYPICAL CTIONS 4" :concrete slab with fibermesh OR 6"x6" { 10/10 WWM on 10 mil Visqueen over clean compacted ,termite treated fill -I1IF 14% x 14"d concrete monolithic footing with (2) #5 bars cont. GARAGE CURB tDETAIL E 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia, x C anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND IN PERMIT INFO BOX ON SHEET APPROVAL FORM FOR MANUFA( RESSURES STATED N T S . SEE PRODUCT URER MAKE AND MODEL. a tl Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location O LIN Single Filled Cell Column NTS 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 Malls J 20'-0" ° 00 00 1 1: 1 l l i: 00 00 L lJ� Filled cell under zI girder above 0 i FI o m 4 I Rear Patio/Slab 1�4 to be poured separate L , I from the house slab. p o Iry I O O� Thicken footing to I I 24% x 14"d x 24"L a L l under filled cell FI I M I I I I ICDI° D L qp under girder bearing. — Or -- — — — — — — — —— — — ——� Rear Patio/Slab to I - w ° I be flush with bottom of cV sliding door recess. I Slope 1/2" qv 00 u_ Io _I I I of I D I 32'-8" ° H.B. 4" concrete slab with fibermesh OR I 6"x6" 410/I WWM on 6 mil Visqueen over O I clean compacted termite treated fill FII o DI iD F- ° ° 0 0 _i l ° I I I °LlFI ° B. o I o I 4"(0 Steel Ballard l ®filled w/ Concrete > F of I ID #I r vm U' ��QJ�I �°o c v w � LF o f I I L' E `� I r F I e ,, rOOn rllzl O 4J c O m I I N o l- ol n FI 00 u ° oL---_— ❑° ❑° Do I 1 1 I D ❑° _ 'op U I w ° F4 x in r F5 — I ® t Recess for O — — — — — — o ° — — — — — — — — — ° DD OO Garage Door OD 00 FL- 3 6'-2" 3'-5" q'-O" �2" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above CONTRACTOR COPY FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 121W X 12"0 MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 1 it it W x t Garage ur14"D Cb a MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0' 0" Braden it Braden AIA, PA W(gnne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue II T Grand C �' l 1+On R. E 5-9-1-1 Drawn by: 3, 12 — 2 T Tel : (712) 287-8258 C.C.U. Fax : (712) 281-8283 Spanish Lakes Checked E-mail: bradenaia8comcast.net Stuart. FL 34994 #AACOO0032 St. Lucie Countg Florida S. D.R.B. OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf 3 4" 4" 8d ring shank 84 psf ��Zone /** Zone 3a �" C 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 Concrete / Lintel Column verify with PlaI 12 "x 12" I Column Block v#� Rebar Reber 48 Bar Dia. Min. Overlap to L I n t 1 Attachment NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. x� Provide Cast -Crete 8U8-OB/OT precast - lintel set in mortar Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck .ached par jamb mils into 'filled c 4" Pre -cast Sill � Filled Cell Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Scale: 1/2" = I'—o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockimp to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 921l over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at V o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 4111661.12 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 V 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 �\ Additional Precast Lintel #5 bars ':!�•�`:' CLEAR Lintel Length Bar Length Clear Span ii ii A Bars n u B Bars 2,#3 1 I I 1 2'-10" 2'-8" I'-6" none i r i i i i 3'-L" 3'-4" 2'-2" 2,#3 none BF8-OBAT BF8-IB/IT BF8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none tt5 bars CLEAR° 3'-2" 2,#3 none ::.'• me Row of "H" Block Above :: 5'-4" 5'-2" 4'-0" 2,93 none 5'-0" 4`4" 2u4 none 5'-!�" Precast Lintel r•% ,`,I l `>•'�� i Additional "`":•. L'-L" L'-4" 5'-4" 2,44 none tt5 bars ,___� '1'-L" i'-O" 6'-2" 2,tt5 none 8FIL-IB/IT 8FIL-IB/2T 8'-4" 7-10" T-O" 2,45 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of stee1=1.5" 2. min. bearing required a ea. and=8" 3. standard for reinr. steel=A5TM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL Mark window or Width Lintel Size Cast -Crete Specification Rows of n a Block Above " " L22 2'-2" 3'-L" BF8-OBAT L31 2'-L" 2'-8" 3'-I" 4'-O" BPS-OBAT L45 4'-5" 5'-10" BF8-OBAT L50 5'-O" L'-L" 811118-OBAT LLo L'-8' T-L" BPS-OB/IT LBO 8'-0' T-4" BF8-I13/2'r L90 T-O" 10'-L" 8F8-IB/2T L90B 9'-O" lo'-L" 8FIL-I13/2T ONE 1_I00 10'-0" II'-4' eFB-IB/2T LIOOB 10'-0' ll'-4" 812I4-0/2T ONE L120 12'-O" 13'-4" 8FB-IB/2T L120B 12'-0" 13'-4" 8FIL-IB/2T ONE L140 I4'-0" 15'-4" 8FIL-IB/2T ONE LI60 IL'-O" IT-4" 1111228-8/2T LILOB IL'-O" 11'-4" 8FIL-I13/2T ONE - ALL LINTELS SHALL BE MADE BY - LINTELS SHALL BE FILLED SOLID - REFER TO CAST-CRETE CATALC LINTEL CONSTRUCTION, HANDLING REQUIREMENTS - LINTELS OVER 1+-0" LONG ARE ' Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2'. x L" Kagcan full o vent viagl soffit Installed using 1/8' die shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer IL" below finished floor 12 4 attached to framing with no less than horizontal wo into vertical Aluminum Drlp Edge it Fascla Flash and Counter flash Nail ledger to gable end truss with (2) iOd ds at each web con 3/8" hi —rib lath ntal and vertical wood r staples to provide 4" penetration into ming and 3/4" penetration framing 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 — *-Slope per foundation plan Tualcal Poured Co concrete b Poured Concret concrete block i Concrete , Manufacture chore Per 5pece lax. u IL a IL Q Aluminum Panel 5izes per manufacturer — See Tgpcal Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details 3 Ot3" 0 u m I _ Stud Detail Stud w/ Die Cast Zinc NTa Nrckel Plated wmg Nut Flush Mounted Shutter Detail nt5 Section Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEE%ED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) • 0 �R-30 blown fiberglass Q in bottom chord of trusses -1/2" drywall with smooth finish W 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 1/2" drgwall over 1" x furringg strips at 14" o.c. with R4.1 Pi -foil -insulation on t pical 8" Block walls Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" O.C.) Supporting Max.nto PP gax. (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet 1-SM 0 i rAWJ'A I PIMA FA F11 rA 1 FA I -AM 7A AV, NEW, 13, AM A MrAA 11 01 OW04 FAS WAA WAA W_'J' _10AWMAN WANOWMEAMEAr Fir NJ Is NMI rN 11 oil 11 0 I0 1J II All drywall to 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 joints shall comply with FBC i 401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and ROOF (1) #5 bar vert. (typlcaD. -Max. spacing shall not exceed INW1211,I N < w L x � s O(41 N m i�a ° a UJI L =t to N U , 0O (a to U d O E c _ C4 u N d ` L Brace Gable i with 2" x 4" SYP 42 —8ft back nailed to bot of top chords using (2) 1 nails at each tr s CONTRACTOR COPY 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with ribermessh OR L"xV 410/10 WWM on 4 mil Vis ueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE I...., FI at Front Forth Scale : 1/2" = I'—O" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (712) 287-8258 Fax : (772) 281-8283 E—mail: bradenaia®comcast.net Stuart. FL 34996 #AACOOOC?32 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 WUnne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm 4 GARAGE 5-9-11 The Grand Carlton RIGHT The by: 12_27 C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 PANEL "A" cvctt Description Wire Load BR Poles 2 AHU #Io 3.5 kw 302 Poles BR Load Wire Description circtt 2 40 1.0 kw #8 A/C comp 1 3 5 4 6 50 2 2 30 4.5 kw #10 40 gal. water HTR Range #6 12.0 kw -I e 1 20 1.8 kw #12 Pump 9 10 Driler 410 5.0 kw 30 2 11 13 12 14 1 1 20 1.5 kw #12 1 Dishwasher #12 1.2 kw 20 1 20 1.5 kw #12 Microwave i5 it. Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 i8 Recepts 412 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #I2 Garage Door Opener 23 24 Recepts 412 20 1 1 20 1A kw 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 26 Recepts #12 20 I 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3..watts sq.. ft.) Small. Appliance. Circult(s). ...... . .. ........ .. ....... Range ........ Refrigerator ................... I ............................. Microwave Dish. Washer..... ......... ................. ... ... ... I... Clothes. ,Washer. ...................................... Clothes..Dryer................................................ Water, Heater ................................................ Water Pump ...... ..... . ............ I ....... .Garage.DoorOpener...................................810 1135 2 3 5,205 1,500 3,000 1 1 12,000 12,000 1,200 1,200 1 I 1,500 1,500 1200 1,200 I I 1,200 1.200 5,000 000 5A31,415 1 4,500 1 1.800 Total Watts First 10000 Watts 0100% 1 1 1 10,000 10,000 Remainder 21,415 840% 0 10.944 Electric Heat or A/C 10,000 965% 10.000 10.000 Calculated Load Watts 30.966 voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps lectrlcal ISmbol Legend $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed i Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Wall Mounted Light Special Receptacle 0- =49 Waterproof ground fault circuit Pc Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat ® Electrical Panel Electrical Meter Ceiling fdn A/C Disconnect ® Central Vac :E� ® Smoke Detector %4p © Television Jack ❑ 1 Telephone Jack Arc ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up i❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: H.B. Vent _thru �Offlt PATIO/SLAB I CAR AT Rg0M I I Center Registers 169 CFM ceiling fan 169OClOxlFM IOxlOx1 I x DINING RaoM 12" 163 CFM IOxIOxL MASTER BEDROOM 163 CFM IOxIOx6 K12x9 B/A �------ ----- a / 12xl2x9 LOSET B/A 8 CIO-" r- I °. I. 1a, --1------J W 14 - - 8 x4jA i I A Te�in�� 20xR0 I T I I IL" I I 232 CFM j 12xbxl 1 L ii i SECOND BEDROOM I 12x12x8 B/A I MEC�,,=,NICAL 153 CF 12xl2x1 W22" 41H-L >Attic x54" Acceaawith light COVERED PORCH LAYOUT SCALE: 1/4" = I' -Of' I. Use copper wire onlg, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18, All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI602 19. The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must be grounded as required by the latest edition of the N.E.C. sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-l" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC 'RM1502 ___ Vent- Soffit CFM 150 Amp Meter Panel GARAGE r-----------------� I I I I I I I i I I I I I I I I I I I I 1 I I I A/C disc. rlo #2/0 Aluminum feed AMP MCB I i/a' Conduit � PANEL M TE AHu 2" PVC ( FPL)- ' 2" rigid service PPL to Baru°." it prrebari 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 Braden it Braden AIIA. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL 34996 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For , Front Post Light PATIO/SLAB ,/Covered Porch \\ I I I I I I I / WP GFCI \ / I / R I A T Smoke / CarbonLO R 0p M Monoxide Detector Combo MASTER BEDROOM I I - I I n III I N \ &= LQSET II DININGI I ROOM G CI IGFCI GFCI KITCHEN SWk€, CXbM noxide Detector ombo tip, GFc -- - - -- Lau \ S� J-h GF C I w enter >T�Attic with4" eulight with QC O N D BEDROODlPR 1510 A / V S 1 / \ GFCI / \ \ tQVEREID / PaRe� T I6" Optional p panel location I / Panel Pull hain / tightc in attic 4GFC1 GARAGE Garage Door Opener r----------------- I I I I I I I I I I I I I I I I I I I I I I I I I ELECT�ICfiL PL,4N G Post Light with I Photo cell W(gnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida tY N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI stall disc- 1'0311.1.1r, nder disc. not shown for a clarity A/C /I eter CONTRACTOR COPY SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn 5-9-11 GARAGE Drawn raven by: RIGHT C.C.U. Checked bg: D.R.B. Revisions Sheet Comm 4 E -1 12-27 OF 5