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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and 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 �)/ d" thick cut coral coral t Inlshed stucco bands finished stucco bands RIGHT ELE\/,i,4_r10N iz 4 [SLOPE on SCALE: I/4" = I'-O° o Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12" _ ° H 5/8" thick x 8"w cut, coral finished stucco bands 444. 5/8" thick light textured �o°sq'�� stucco on type al concrete vl,Va,t��oH°sy block construction Sp'�4 �90J' FoM Sti k 0 0'-0" = Finished Floor - - - - - - - - - - - - - - - - - - -- ----------- - - - -�� 9$,04 Q N LEFT ELEVATION - "FT tiFgF NF9s �194�� C'0' Py4 F�lS Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening 'Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST Expiration Date Design Pressure of Approved Tests 1 2 3 . ,� FL# 1i499.2 Single Hung Series 185 MI Windows and doors gpcone w ea' t' egn$�T tuck onto sold rom each eorner and IL o.c. therea ter ehrou h filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 60 psf - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4° max width 1L'-0" max height ®,QB mta x Buckto concrete blockwith a cellwith I) 45 bar vent. using 3/8' x L' Hilti HLC sleeve anchors at 8' oc. ith 1.25" dui. washers with inn 4' edge distance. Instak track to buck sing (1) 5/I6' x 15/8' full thread lag screws in each bracket maintaining min. of 1.5' edge distance - GC to strict]# adhere to product approval rovide 1/I6' bEahnut her on roller shafts. lO-q-21 + 50.0/-60.0 sf p B FLU 1604.1 Fiberglass n Pro/ Design Desi h Pro Smo/IG" Jeld-Wen Elco 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 FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doom diq x 2 3/ peons w/ nin. 1 I/ ppenetration at L max. rom each corner and o.c. all double row"thereafter through PT Buck into solid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method piiration Ex ST Date Design Pressure of Approved Tests Mullions FLU 15353.8 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) 410 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ ROOF FLU 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 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 (ti}pe 2) 30 Ib felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" ox. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vin I Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x 1.5" Iona rinci shank nails with i e d +55.0/-35.0 PSF Hurricane Panels Fl# 150%.2 24 Gauge Storm Panels Global Protectio- Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.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 ) )(.t MtJ�rC4FJOV� OotHJFgC" OD E�.tCoRS E S S�N�O_r�EShGCNbkfp WO/Af G 00O k)&ppNSqJNDO pROVED Si�NSRS OR 'SPONSIB/ll7.y CRMENrr croROFRF rH� CARA loor o_i Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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 4 S OPE 2" H. Finish Columns with / 5/8" thick cut coral finished stucco bands RED OVerhangs at 1'-O" unless otherwise noted on Roof Flan Roof pitch at 4:12 unless otherwise noted Ang changes to this plan shall be submitted to the architec for apprOVal in writing prior to starting construction. Return ALL Stucco Sands into Window or Door. SCALE. 1/4" = 1'-0" 0 FA 5/8" thick x 8"w cut -- coral finished stucco bands -0'-4" A.F.F. truss bottom cord 12 ,4 SLOP . .... ....... . 12' I.H. 5/8" thick light textured stucco on typical concrete block construction R ELEVATION 12" II Bill II H. O 5/8" thick x 8"w cut coral finished stucco bands -- SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11691.12 26 ga. w 5v crimp metal rod'ing attached to plywood deck using 49 x 1.5" wood scres with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" 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 lil ICI 'ICI ICI li ICI Ili ;ICI I 11-MEJ1011 � mon, 1 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. . 12H. 5/8" thick light textured stucco on typical concrete block construction FRONT ELE\/;4T10N ST NED I' �f�3N't"i�iY /71Z-otS/ ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C NC >" O.c, REVIEWED BY DATE O� c PLANS AND PE IT MUSt BE KEPT ON JO SITE OR NO INSPECTIONS) WILL BE MA E \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Nor -Bearing Partition nts Braden t Braden AiA, PA Architects - Planners WLmne Building Corp. 411 S.E. Coconut Avenue Tel : (112) 28�-8258 The Grand Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenala comcast.net Stuart. FL 349% ItAAC000032 arlton SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CON i RACTOR WARRANTIES BEGIN WHEN THE CLOSiNG OCCURS 3E7WEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING iNFORMATION (FORM 100) Florida Building Code Residential: Sth Edition and ASCE i-10 for Wind Loading Building Des�iggn i& Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height- Il'-C" Roof Pitch: 4.12 Internal Pressure CoCe`Dent: ±0.18 Subjectability to damage from: Weathering. Negligible Termites: Veru Heavy Width of Roof Erid Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Ctissification: C Adjustment factor for Exposure Height: 1.21 x 0.L = 0.124 ASO design TO L12�PITCH Load Combination: ASCE 1-10 section 2.4 DL+LL; DL+0.4WL; 0.4DL+0.LWL Components III Claldding Wind Pressure (NET) Roof Zone. I. +20.4/-32.6 psf Roof Zone: 2. +20.4/-5-1.0 psf Roof Zone. 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.'l psf Q = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3per Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load (lath Provided? Yes Walls Zone 5 Are Components nn Cladding Oetalis Provided? Yes END ZONE Minimum Soil Beamig Pressure: 2.500 psi. Presumptive. X Bg Test: psi This Building Shall Have the Following: ®= Corner Zones APPROVED SHJTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 4S psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 107 Calf De Lagos Date Drawn Revisions Sheet Comm # 11-21-11 GARAGE Drawn by: LEFT I. c.C.u_ 3 Checked by: D.R.B. OF 5 FLOOR PLAN ,HI CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8"t 5o ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2'2" 2rs° 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. %2 ALL Concrete used for vertical filled cells, tort. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or -4,000 F.S.I. grout mix °3/8" ° 2'/2" �. Drywall at ceilings shall be leveled and attached to bottom chord 0 of trusses with screws per FBC R102.3.5, o 0 2'2" 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 n�2"2handicap 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.� I4. 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 clasSiflcatlOn of not greater than 200 pper FBC R302.9,1 I�. Wall and ceiling finishes shall have a smoke -developed index of not greater than -4 0 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation I" x 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition :.... 18. Gpsum board material shall conform to ASTM C3�, C19, C-415, CSK C�30, C931 0, be C4C1002 CI0,41 C11-11 C1118 C1218 C13�S, or C139� and shall installed according to the following: (FBC R102.3.S) ;. Drywall Thickness Location Orientation Framing Spacing Max. spacing of fasteners Nail sizing options for installation of drywall into Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" -1" 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 OR 0.080" dia. x 1 5/8" long with Walls Either 16" 8" 16" Direction IS/64 head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" I" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either 16 g 16 0.092" I �/8" long with 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 -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval AREA CALCULATIONS Living A/C = 1 4� sq. ft. Front Porch = 1-41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total under Roof = 2108 sq, f t. Total Cubic Ft = 11,S�8 2" VTR JIB 1 1 I I 21' VTR Jl� Master Bath 1 2. Lay. 1 I 2" Lay. I 4" I 2" VTR W.C. I IL 3" I I I I 2" 3. Shwr. Kit. Sink Kitchen 2" I I I I Lev. 3" W.C. Bath #2 shwr. 3" C.O. To Septic PLUMBING RiSER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment f fixed door ' x: Use 3/16" tap -con with ( sliding door penetration at 6" o.c. max. from each corner and 20" o.c. max Masonry Wall thereafter at sill per product a proval Bottom Track Typical Flooring Sill install SGD thru buck into block with 3/16" tap -con withil 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, CJ i CI i n g D OOf D &tail 1 from penetration at b o.c. max. dper Oproduct A108.1, A118.1, A118.3, A13,o.1 and A131.1 each thereafter atnjambs er approval Jamb 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM At 1'lasonrg Wall NTS C1288, C132S, OR C1118 and installe� I.A.W. manufacturers recommendations shallZZN be used as backer for the wall tile in tub areas and wall panels in shower areas. Imark Window Schedule 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 accompan ing smoke Size Rough Coen. Window Description PRESSURE ZONE P developed index not to exceed -450 when tested in accordance with ASTiM E 84. I. 4'-5i8"x 5'-3 �8" 54�8"x 63i4" Single Hung ZONE 4 Insulation shall comply with F.B.C. R316. 2, '- 6'-2%8"x 53 %8" �5" x 63 %4" Single Hun g 9 ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38%" Single Hung ZONE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 4. 4'-5%"x 4'-2 %" 54%8"x 54 %" Single Hung ZONE 4 26 ga. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" 0 wood screws with self sealing washer at 12" o.c. max spacing over ASTM (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end ALL Windows to be aluminum windows w / tint laps fastened with corrosion resistant tin caps and with 1.25" ring shank ntmils spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach and mullions per elevations, deck to trusses using attachment detail on this sheet ALL windows to withstand ressures in ermit info box On sheet 1 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. .4 �- at 24"o.c. TYPICAL 1810lbs. uplift (shop drawings by manufacturer) Aluminum Drip---"'R-30 blown fiberglass Edge t Fascia in bottom chord of trusses V-1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 1*5 bar Cont. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) 45 using 1/8" dia shank x 15" long gale. bar cont. for bottom row over openings roofing nails with 3/8" dia, head per product approval - see chart sheet #1 1/2" dr wall over 1" x furrin strips at IL" o.c. with R4.1 fi-foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R702.3.1 stucco on typical concrete i and shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" only proportioned per FBC R6071.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) #S 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 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Grade `r ;. •-=-- ; II - I 114" x 14" Concr-ete footing 1.4m with (2) #5 bars cont. and 45 T Y P f C A L SECT ION transverse bars at 48" o.c. Scale : 1/2" = I'-O" ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manuf acturer s specs prior to construction [Door Schedule Mark size Rough opening Door Descri p tIon PRESSURE ZONE A 9'-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%4" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" X 81 1/2" From ttom of race" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" 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 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-4" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor With manuf acturer s specs prior to construction O N s 34'-O" 2. OD 00 00 I OD EGRESS 0 ° ° 12 -8" MASTER BEDROOM LA8'-0" A.F.=. =lat Ceiling 12" x 12" concrete column block filled with concrete and (2) #Z bars vert. tied Into lintels above Covered Porch U tol9'-8" A.F.F. Vaulteld Ceiling GREIAT RO6M O � C Rod ill helf o 1 I �- H B Vanity to e -1 I s i I v 34 y2 ,: h I g 0 N N I 0 C L O - 1 C 0 2" x 6" knee -wall 8'-0" to T-8" A.F.F. rr r O0 (Y below counter top I Vaulted Ceiling �DiNING S CAB E Rod t Shelf 8 ios F\ R O O I I Q0 - 'o� F-, I C CL z Vanity be ua I- to I 34 /2"high 4) High c Wall I_ O VentDryer thro h wall O L -1/2" - I - - - Uverhang dO -IRV Flat Ceiling ° Upper cabinets to L) O extend over Re'. 3'-0 � 2" filler 1 � R n � I UE BATH �n G ening- V�p! Rod & Shelf _O N O -li Batts nsul Um W.H. _ U) N O A/C 4"0 Steel Ballard - 1 See detail on this sheet I,„ -22" 1 w- I x 54" Access O Provide auto Attic O I closer I with light I J L - - -- - Q Q -0" A.F.F. 150 tl Amp '-/ Flat Ceiling Meter nel m `DID ® °n SECOND GARAGE BEDROOM- m EGRESSI 3 AM A.F.F. E:` MT 00 Flat Ceiling C r I O 0 F\ O O r-----------------I EGRESS NV Block wall in garage to be 0 struck block i 0 i I I Cr I I 12" x 12" concrete column block filled R c with concrete and (2) -1 bars Vert. tie I i I 6' 2" / into lintels 11'-6" above \ 6" 23 I A I I I C �0 ° C OC 31-S, 91-01, �T2 -8�' Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall Buck to be 1" x 4" P \'N7-m M" mum=;l / varies Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall •; Aries I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT 48 wood screws thru jamb into buck block with case ha dened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and D e t a l l a t uJ i n d Ow s prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AIA, PA LU�c. nne Building Corp GARAGE Date Drawn Revisions Sheet Comm # Architects - Planners LEFT. ]1- -1 411 S.E. Coconut Avenue (712) 287-8258U_ The �r��d CarltonDrawn by:��-2023Tel 21 : C C Spanish Lakes Fax : (712) 287-8283 E-mail: bradenala5comcast.net 101 C alle Checked by: Stuart, FL 349% UAAC000032 St. Lucie County Florida De Lagos ID. R.B_ OF 5 i STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 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. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 91 EXPOSURE ="C" 3• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WiRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR 12• BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FiLL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1-4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 1L ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION PLAN 1T 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 1 95 bar Vert. at '48" O.C. max. PrOVlde (1) filled cell on each Side Of Openings upp to 5' - ll" wide. Provide (2) filled cells On each side of openings from —O to —ll and ProVlde (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) L 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 io0, meeting ASTM A-1� and A-35 SpeclficatlonS_ ALL Anchors to be A-30-1 steei. 9. i=rOVIde a minimum Of 3" concrete protection at footings and 1-1/2 concrete protection at beams for At-L 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, backf illmg 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. 45 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 6"x6" 410/10 WWM on 10 mil Visqueen over ::+:.:;�:=::r +.,>...•.::. Y:- clean compacted termite treated fill 00 - —_ i� Grade III I- —I II 00 ' PORCH SLAB EDGE D E T A I L 14"w x 14"d concrete monolithic — footing with (2) #5 bars cont. SCALE 1/2" = I'-O" 14" b w/ TYPICAL FOOTING DETAIL "o�ar 3o overlap SCALE 1/2" = 1'-0 if at each filled cell SEE TYPICAL 111 SECTIONS �/ concrete slab with fibermesh OR Adjust curb height 6 xro 410/10 WWM On 10 mil Visqueen Over based on gar. floor 4" concrete slab with fibermesh OR Clean compacted termite treated fill slope. 6 x6 #10/10 WWM on 10 mil Vrs ueen over p q #5 bar Cont. 45 bar in curb clean compacted termite treated fill Step per O'-O" e F.F. foundation plan Grade •a. .a •/ a •a.. 0 a _.., 10" (2) 45 bars cont. bottom steel 14"w x Kid concrete monolithic IIII i footing with (2) 45 bars cont. 12" 14" fF2 DETAIL AT GARAGE STEPDOWN SCALE I/2" = I'-O" GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1' - 0" block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field `::-.'• Top of footer 16" below finished floor ' :: _ :::::::.% :: r... ; I 30 x30 xl6 concrete 2" x 6" PT wood secured with column footing with M) „ 3/8 dia. x 6 anchor bolt at 18 o.c. 45 bars each way overhead door track secured to wood jamb per manufacturer's product approval 30° Garage Door Jamb Detail F 3 COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One U5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location 0 CV FiLL" lip Double Filled Cell Column NTS Braden t Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 287-8258 Fax : (712) 287-8283 E-mail: bradenaia5comcast.net _ Stuart, FL 349% UAAC000032 H.B. r. E "0 9 1 IUIUI - r— i I F1 24"0 rJ I Thicken footing to 2 "w x 14"d x 24"L un er filled cell un er girder bearing. F4 `9 814 20'-0„ F4 Filled cell under girder above o Rear Patio/Slab ( O to be poured separate F4 I from the house slab. m Rear Patio/Slab Tto be flush with bottom of sliding door recess. Slope 1/2" n W11111111111111NIS -"" IM 1 19 1 1 1 1 19 1 1 1 1 10C ;ry — — — — — — — — Fl I I° I� i F- I� FI I I�° 32'-8" 4" concrete slab with fiber esh OR U10/10 WWM on 6 mll V squeen over clean compacted termite tr ated fill I FI I V °I 4-3 o O -" 0 Steel Ballard I I W filled w/ Concrete (9I—? I F5 `n }r I p Ilk 1�IQ�1 0Q) I 1 — v) N E +_' in � �E I L— — a LU O o IL IF5 # _� I � u O 1 I H.B X I u7 I a N IL— (F5) Recess for u F4 F4 Garage — Door — — — C� E° JJ --— — — — — —— °° j�_ 00 F a'[ q'_O" 3 _5„ e'-2" II'-6" 6' 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. ti into lintels above nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida FCCTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30,, x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" With Curb at Garage Date Drawn Revirmons Sheet GARAGE 11-21-11 Comm It LEFT Drawn by: 11-2O3 101 Calle Checked by: De Lagos D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.8" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood -4. Use nails or screws based on pressure for roo� stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 48 psf Zone 2 .4" 6'" 8d ring shank % psf Zone 3 '4" �{" 8d ring shank 84 psf ** Zone 3a 1#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 Concrete / Lintel 12"x 12„ Column Block � Rebar Rebar 48 Bar Dia. Min_ Overlap Column to Lintel Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with 48 90' bend bar with a 10" min. lap at top bar. s / Provide 45 bars with min. 48 bar Provide #5 bar set in pre -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel into continuous the opening calls for it. beam block steel. \-- Provide Cast -Crete =.,,--- -r SUB-OB/OT recast - - - - - - - - - - - - - lintel set in mortar Min. 8" Bearing — — — — — — — "—— — — — CBS WALL oured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPING TER BEARING POINT NTs 1-1 1/8" thick light textured stucco installed per ASTM C 924 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 4" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1*11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiagment installed with min. 4' side 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" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel „ " ii #5 bars Lintel Bar Clear An B i,•'' 'r CLEARLength Length Span Bars Bars r i r •r i r ii r i r 2'-10' 2'-8' I'-(o" 2,43 none i r r i r 31_6" 3'-4" 2'-2" 2,3$3 none 8F8-OB/iT 8F8-IBAT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8°' 2,1V3 none #5 bars cLeA j :•;: ti 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" Block Above 5'-4" 5'-2, " 4'-O" 2#3 .; none r•"•:: 5'-10" 5'-8" 4'-6" 2,44 none r '•.% ��' .( Precast Lintel r �'� � ,• 9 i' r Additional 5'-4" 2,#4 none #5 bars ,�----y -1'-6" 7'-0" 6'-2" 2,45 none BFIL-IBAT 8FIL-IB/2T NOTES: 7-10" T-O" 2,45 none I. min. coverage or steel=1.5" 2. min. bearing required ® ea. end=8" ALL reinforcing steel is grade 60. 3. standard for rernf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " C' Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" 8F8-OBAT I #5 3049 1549 1024 L31 2'-LN 3'-18" 4'-0" 8F8-OB/IT I u5 25LI 1343 143 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1105 909 339 L50 5'-0" C-L" 8F8-OB/IT 1 #5 1238 835 121 LLO 6'-8" T-L" 8F8-OB/IT 1 #5 1011 121 634 L80 8'-0" 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" 10'-L" 8F8-IB/2T 1 #5 2 #5 643 530 401 L90B 9'-0" 10'-4" 8FI(.-IB/2T ONE 1 #5 2 #5 1533 ilea 401 LI00 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 L100B 10'-0" II'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1366 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15-4" 8FI4-8/2T ONE 1 #5 2 #5 1250 409 1 259 L11,0 I6'-0" M'-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LiLOB I6'-0" 11'-4" 1 8FI4-8/2T ONE 1 #5 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 REr--sARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with 00) IOd x 1 1/2" nails _\ ( 24" o.c.) supporting Max. 18101bs. u lift Aluminum Drip Edge t Fascia 2.41" Co crate Anchors Per Poured Concrete or Manufacturers Specs concrete block wall 1/4" Max. n I I I n Aluminum Panel I Sizes per manufacturer 2 i/ I See Typical Stud Detail I I I ' 1/8" x 3/32" Wing Nut w/ v appropriate washer and spacing I a per manufacturer's Details I" .OL3" tram gaw +� s u I rn U 094" I c c 1 J � I ' =m I � � I w I � I I ' I I I Stud Detall Poured Concrete or I Stud w/ Die Cast Zinc NTs concrete block wall n I Nickel Plated Wing Nut Concrete Anchors Per 2° Manuracturers Specs Flush Mounted Shutter Detail nts Flash and Counter flash Nail ledger to gable end truss with (2) IOd Its at each web no_\ Aluminum Drip Edge t Fascia 1/2" thic stucco on 3/8" hi —rib lath attached to horizontal and vertical wood r12 framing with nails or staples to provide 2" x L" Sub—Fasci no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vingl soffit installed using 1/8" dia 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) 41 bars vert. tied --- into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of f ooter Ile" below finished floor v 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 `: . W # Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEEFRi-ED WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) tl) u) � X O� rn N � < 4-3 4j O J1 Lo EC, 00 O N � A/C Brace Gable end with 2" x 4" SYP 42 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish � i 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" drywall over I" x furrin �i strips at 16 O.C.with R .1 Pi-f oll p h 4 insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned er FBC R60-1.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Sim son HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either nails perdetail wet into set or in epoxy with truss. Add blocking to on this sheet ( 2�f" HETA 20 1810 C.) supporting Max. pp 9 Ibs. uplift ..e: i LLO L90 L90 BI BI BI01, 0 N B I L90 `. LLO cn 12 " Wnj 12 BI 6_6 2 / X11 LOP co ,. B co I � 4--) QC U 0 >-- CID LLJ E L31 - LLI U� 71, B L45'; z d^-1 IM ` r — — LLI 1 Gulf 'Coast Su 1 nnd MFG 5v Crimp Metal roofincl FL #11451.12 O woo screws with s If sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb fel underlayment installed with min. 4' side laps and 6" end in laps fastened with corrosion resistant tin cgs and with 1.25" rinci shank nail �' eck to trusses usi g attachment dL tail on this sheet BI I` -----, w I Attic Access with light i �{ SLOPE L - - - -- 7 a I 8'-O" MAX. I T ) pl 1, d 1 j BI —�I O (2) RU -a 1 z I IC -I 12 L31 BI I bo i 1 BI I I I I I 1 I I BI L45 BI B1 W BI ItL. rrica Imps e a HET hot LSO:.: at e truss BI . . to ( 2 ' o.c sup orti X. Bi BI v- 1811 lbs. uplift L90B Bl L40 L O HETA 20 N Uj O I`-t 1 Fill cell with concrete and (U #5 bar vert. (typical). O O L A Max. spacing shall not exceed Wood Base 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings 4" concrete slab with fibermesh OR = ROOF ITCH AT �f:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xL" #10/10 WWM on 4 mil Visqueen over TRUSS SHOP DR WiNGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill � — ANY C H ANGES O THIS P L /` N] S I1-I A L L B E S u B M I T T� D T O T H E ARCHITECT FOR APPROVAL IN UJRITING�PRIOR TO 37Ai27ING CONSTRUCTION. =IIII=IIII—IIII—IIII—IIII IIII-III � III IIII—IIII-1111= - Al i 72u_C�_C� Tn PiiC�_C� rnNNFrrTinN_(; ;:�Y •.:...: IIII 14" FI IIII 111� ►III I' F3 Tu Iasi Section at Front Forchh d Scale • I/ 2 " = 1'-0" Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (712) 287-8288 Fax : (7 12) 287-8283 E-mail: braderdIdScomcast.net _ Stuart. FL 3.4994 #AAC000032 TRUSS MANUFACTURER — ARCHITECT TO EViEW TRUSS SHOP DRAWiNGS PRiOR TO CONSTRUC71 N FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORl BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION lie, nne Building Corp. GARAGE Date Drawn : Revisions : Sheet Comm # Th& Grand Carlton LEFT 101 Calle 11-21-11 Drawn by: C.C.u. Checked by: 11- 2 0 3 Spanish Lakes St. Lucie Count(g Florida De Lagos D.R.B. OF 5 PAl `lEL 11 i411 Poles BR Load Wire Description crrc# crrc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 iI 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 26 Recepts #12 20 1 I 120 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #i2 General Lighting 29 30 Recepts #12 20 1 I 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 412 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 912 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small ....11an.ce. C.ircuit(s).................................... Range......................................................... Refrigerator ...................... I ........................... Microwave .................................. I .................. Dish Washer Clothes, .Washer......... 1.............................. .Clothes..Dryer................................................ Water Heater .............. ........ ...................... . Water..Pump................................................... Garage . Door . Opener..... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1.200 1,200 1 1,500 1,500 1 1.200 1,200 1 1,200 1,200 1 5.000 51000 1 4,500 4,500 1 1,800 1,800 810 1 810 Total Watts 3-1,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 t 40% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend rj Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light ==E) Waterproof ground fault circuit OP Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ml Carbon Monoxide Detector Flood Light Thermostat ® Electrical Panel © Central Vac rc::21 Electrical Meter Qs Smoke Detector Ceiling fan Tv Television Jack TTelephone Jack , c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up F-Il Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED Alit Electric Notes: 1. Use copper wire only, 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. S. ALL bath and kitchen receptacles to be GFI protected. 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 RMI602 10. A/C Refrl(ierant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, 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. IL Contractor shall guarantee all materials and workmanship free of defects for a period of not less 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. to Vent_t111ru Soffit AiC Meter 163 CFM IOxlOx6 > 1ASTER BEDROOM 143 CFM IOxlOxb 12xl2x9 B/A F -I F 1 _ _ _ _ _ 12xl2x9 B/A I CLOSE ® CFM 0 8 x4 x4 g� 8x4x4 3 CFM ATl4 20 CF 8x4x4 GO Amp Panel 53 CFM 12xl2xl ro W.H. r - 2r2" T4" x 54 Attic Access with light -- - - - J 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 I PATIO/SLAB i i C�RIAT ROQM 169 CFM Center Registers 149 IOxIOx7 on ceiling \ n IOxIOxiM s 101 r i } 12 DiNiNG R001,11.f Exhaust Duct Thru Soffit � a T I I I I � � I I 116" > I FM Q `VII 22x4x-I IL - ✓f �„ a \ ��, SECOND 8x x4 1 BEDRCCTl I I \ 12xl2x8 L_� B/A COVERED PORCH NF_CH,aA- L /4YCUT SCALE: 114" = 1'-0 rr 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 system 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 utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by 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 by 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. �4. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 -H.B. Vent thru Soffit A/C disc. 150 42/0 Aluminum feed AMP 1 '/2" Conduit MCB EL M TB EAH 2" PVC ( FPL)-� id service FPL Bare #6 copper wire 2" rigid to 45 cont. rebar 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 i Braden It Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (712) 281-8283 E-mail: bradenaia8comcast.net Stuart, FL 349% $tAAC000032 4" Exhaust Duct Thru Wall WP GFCI Install oulet under disc. not shown for Ca clarity Q A# C Meter 1/ r PATIO/SLA IQLV --_ /'Covered Porch`, MASTER B DOOM '� WP GFCI Tv Tv Cj11 1TV1 \ I - - - Smoke / Carbon MT Monoxide Detector O I I Combo O s c I �- I I T V I I �.L031E I � II DINING 3 ROOM _4S l= FC '\ I - \ \ G=C1 GFCI � \ I �NFM - ° :4]/1 ! I I / KITCHEN i L - Smoke / Carbon - - Monoxlde Detector Combo /24" 1 3'-2" 3 _2" CJ CHIME5 F I ®- O GFcI A 50 CN M N GF GFCI / .42" GF=Cldb- W.H. r B �" I w I 22' x 54 Cente ' I Attic Access ° \ with light - _1 L� -t-� �\SECOi O 15Panel 1C p0anel location tional1 E D R O O Pull chain light in attic 42" GFCI AR AGE Garage D oor Opener r------------� I I I I I I I I I I I I I I I I I I I I E L E 7�I� \e\ i __7 / =B / / ® � WP GFCI F-1 CI°�C H f CALE: 1/4 = 1r_0rr D L Attic Venting calculations 1=BC 2309.7 Total Attic Space = 124 sq, ft. Venting Ratlo 1/150 = 1'4.1� sq. ft. required Provide A Contlnu us \/ented Soffit W nne Building Corp. The G rand Carlton Spanish Lakes St. Lucie County Florida Post Light with "--Vn o Photo cell 0 61_3„ � }, l U ox o W I .,� N - 9, 0, E> 0 S Date Drawn : Rev sions GARAGE LEFT 11-21-17 Drawn bg: C.C.U. 101 Calle Checked by: De Lagos D.R.B. Sheet OF 5 H.B. Exhaust Duct Thru Soffit E R Wire For Front Post Light Comm # 11-203