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HomeMy WebLinkAboutBuilding plans, 1709-027912 4 1 SLOPE 8'-1" T.O.B. c Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2( 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 L" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o_C. field. Attach deck to trusses using attachment detail on this sheet 2„ 2„ 5/8" thick light textured stucco on typical concrete block construction or I 00L - - 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4IILSI.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 21 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-q In field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut O coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands thick light textured stucco on typical concrete block construction REAR ELEEVATiON L::�L.L.- \/ATIO>IX >XOTE.-S: - Overhangs at I'-O" unless otherwise noted on Roof Flan Roof pitch at -4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 12 SLOPE 14 l?D9-02"7q ST.LUCTF"INTYPTT1. PT "�CE 1"PQ1' RyVtFWED FOR o REVIEWED ' DATE _ O WST BE PT ANO INSPECTION WILL BE MADE - ON JOB 8 F2'-1" T.O.B. J4E6 A AND ALL PROPOSED WORK E 3 TTO ANY CORRECTIONS RE 0 BY FIELD INSPECTORS THAT IV Y B NECESSARY IN ORDER TO w v WITH ALL APPLICABLE CODES. ------ ► EA FASTS QBAfr fit PONSIBIUTYOF THE R OF RECORD Finish Columns With 5/8" thick cut coral finished stucco bands ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE SCALE: I/4" = I'-O" WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L 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 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 TERMITE TREATMENT REQWREC 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" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 8'4" T.O.B. H. 12" - 5/8" thick x 8"w cut 12° H. coral finished stucco bands ■ .H. El El®®® 3 /8 t 8 w 0 e 3 5 hick x cut coral finished stucco bands thick light textured ®®® stucco on typical concrete block construction 17 - - - - - - - - - - - - - - - - - - - - - - - - - 0'-O" = Finished FI or Finish Columns with 5/8 thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELE\/ATi0N FRONT ELEVATiON SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" 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 Su'etion Da a Design Pressure of Approved Tests I,.j..� 44 FLU 11499.2 Single Hun g g Series 185 Mi Windows and doors i . x elpeona nWI nip. plrn t at melr, Ton sac caner end L o.c. thereafter through �uck mto so11C filled CMU wall maintaining min 2.5" edge distance in strict adherence to the roduct a roval. s g ± 60 psf A I4-0330.02 Overhead Garage Door Model 824/811 al-4 max. width IL'-D" max height DAB nw x r to cent+ate ae sot i ce .i[ Il us bar vere "no 3/a" x L• Hap HLC Slow. mchors n a• ac. him* yyaa . eah .a r •dsa o.wx.. In.t.n beck to buck rig 11) 6/4' x /9• lull thraed Isa screw m each bracket nancmnms en d 1.5' ed&e dutence - GC to •tr,.t1V adhere to product apprwal 1 T/IL' t 01141W an r 10-9-21 + 50.0/-L0.0 psf B FL# ILL14.1 Fiberglass Desi n Pro/ Smooth Pro Jeld-Wen Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max from corners and 11.5" oxc max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass g Door Series 420 MI Windows and doors x �p cons enetreuon nt max. on eec� caner and l' o.c. el d"ou�le row t�'ereePter throug FT Buck into solid filled CMU wall maintaining min 2.5' edge istance in strict adherence to the product a royal. + 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Eap nation 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 I/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x L25" self tapping screw& per clip as shown in product approval. + 118.9 PSF_ ROOF FL# IIL51_I2 5V Crimp Metal Roofing Gulf Coast Su I and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" wood screws with self waling washer at 12' o.c. max spacing over ASTM D Itype 2) 30 lb felt underlagment installed with min. 4y side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. 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 FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 98 x 3" wood screws at each trues. Install soffit to battens using rina shank nails +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection 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 ) 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 14" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue The G� r a n d C a r l t o r Telel (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiaacomcast,net St. Lucie Count Florida y Stuart. FL 34994 #AACOO0032 --- 5/8" thick x 8"w cu coral finished stucco band 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 Category: II Wind Velocity: 10 mph ultimate Mean Roof Height:jl'- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectabditg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.124 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Sol Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5 psf FLOOR DEAD LOAD: IO psf JOB ADDRESS: %tea Q.r., ,ro �C MODEL: GARAGE RIGHT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions : ' 2d2 _._ . ITCH = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet Comm # OF 5 FLOOR PLA>\l ,�4 �1 CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" 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 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. 5_ ALL Concrete used for slabs shall be min. 2,500 PSI concrete_ %° 2° 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 3/6" ° Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. ° 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 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 A. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 490 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" ded to P.T. Buck nailed 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. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 AO, C1002, C1041,C1111, C1118, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Spacing Maximum installation of into wood framingmembers Nails Screws 2" x min, thickness Ceiling Perpendicular 241, T, 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or Solcooler nail OR Walls Either 16" e- IL" 0.0880"h dia. x 1 5/8" long with Direction OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 13/8" long annular -ringed or dd cooler nail OR e 0.092" dia. xx 1 1/8" long with Walls Either 16" all 16" Direction I/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/(4" head. Install SGD thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 11/2" penetration at 6" o.c, max. from each corner and 20" o.c. max thereafter at sill per product apkroval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.(, A108.1, A118.1, A118.3, A13il and A131.1 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 -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F_B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.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" and 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 with (10) Od ox la 1/2" each ( 24" ox.) supporting Max. 18olbs. uplift 12 4 F PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip �� \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 7 V-1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kayean full o vent vin I soffit installed precast lintel filled with concrete and (U #5 using 1/8" dia shank x 1p5" long galv. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet al 1/2" drywall over I" x furring strips at 16" o.c. with R4.1 PI -roll nsulation on typical 8" Block walls - All drywall to be installed per FBC R102.3.1 5/8" thick light textured stucco on typical concrete and shall meet all pertaining ASTM codes, block construction CCMortar 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 (I) #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 6"xb" #10/10 WWM on 6 mil Visqueen over ti clean compacted termite treated fill Grade `r III-IIII-III III ":`.`:• -IIIIIIII-IIII- -'�II � IIII --ICI_ IIIIIIII= I��I -IIII I i i --III - 114" x 14" Concrete footd ing 14° with (2) #5 bars cost. an#5 TY F f C A L SE C T 0 N transverse bars at 48" o.c. Scale : 1/2" = I'-O" Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. f t. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR JAL I I I 21' VTR J;L Masters/ Bath 2' Lay. 2' Lev. 4" 2" VTR JIL 3c. I Sher. Kit. Sink I Kitchen 2 I I I I Lay. 3" W.C. Bath #2 5her. 3° C.O. Ta 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 I i d I n g E)OOr E)e t all I from penetration at " max. from each corner and 20.." o.c. max At Maannril Illall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough open, Window Description PRESSURE ZONE I. 4'-5%,'X 5'-3%8" 54%8"x 63%' Single Hung ZONE 4 2. 6'-2%a"x 5'-3 A" 15" x 63 %4" Single Hung ZONE 4 3 2'_2" x 3'_2 1/2'r 21Y2"x 38%a" Single Hung ZONE 4 4. 4'-5%,,X 4'-2%" 1 54%"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum Windows W/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows In bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%' Fiberglass Panel - Inswing ZONE 4 X 6'-8" 14" x 81 %," ;f'ca ; ess 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 C-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 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 a a 8'-61, 7" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch EGRESS 12'-8" Mil E 00 N I MASTER -O" to 9'-I " A.F.F. BEDROOM Vaulted eiling 8'-0" A.F.F. Flat Ceding GR�AT RgoM I I Rod Shelf 4' Vanity to lie 34 Y2"high- IN s I [h a1 a I r _ _0SET 8'-O" to T-8" A.F.I . Ceiling 2" x 6" knee -wall below O 'Jai CrVaulted I counter top I M rr Df NING I L ROOM 1 \ e„ - - Rod Shelf `BIN H Co tt Vanity to be I // // / \ B A T 34 %2"high 1 " I O High -SWall I ITCI-IEN m - -hang J O I - fiver 8'-O" A.F.F. o o Flat Ceiling- `o 10'-5" Upper cabinets to extend over Ref. to I AT H iv Gian I ° Viot Pam O Rod t Shelf N - - - - - - N ® N -II Batts miatian I 4"0 Steel Ballard F F - W 1 Il° $e�dstgy qn this sheet I p 3 rc Attic Access Provide auto light J closer S I L 8'-O" A.F.F. Q Q 22„ -oath - - - Flat Ceiling Ln 4" s 150 Amp a to Panel P SECOND © N BEDROOM if E GRGEN ESSS Y GARAGE EEl T EE 8'-4" A.F.rjiilO E E Flat Ceiling Q O N EGRESS JOmO EOM 3'-1" O O C V E R I' 12" x 12" concre a column block filled :h concrete and (2) #1 bars vert. tied ORC into Ii tels above I'-6" \ 6 2„ r----------------- i Block wall in 1 garage to be i struck block i I I I I I I I 4A I . I 2'-8" 2'-8" 3'-5" 9'-01, 9' 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 I" x 4" PT P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - NTS Exterior face H I a w IV KFUc Vent rger throua wall v I filler i' 4'-0" Meter 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 Detail at Door Braden t Braden ,AIA, P,4 Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 5-9-I1 S.E. Coconut Avenue The Grand Carlton GARAGE Drawn Tel Tel : (112) 281-8258 U. C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaia°comcast.net Checked by: Stuart. FL 349% UAAC000032 St. Lucie County. Florida crews thru jamb into bu „Ige and 15" o.cmax an prior YLO door attachment NTS Sheet Comm 4 2 -' ..1-2-2- OF 5 34'-0" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 9. 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 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 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 60, MEETING ASTM A-16, & 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 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 13. 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. �• 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. IL. 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 1-1• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FC u A D�4 T f C N F L 4 N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified In Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" O.C. max. Provide (1) filled cell on each side of openings upp to S'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to q'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL. Reinforcing steel shall be grade 60, meeting ASTM A—I6 and A-3S 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 ° TYPICAL CTION5 4" concrete slab with fibermesh OR Ox6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade * oaE _ _IIII III IIII— 14"w x 14"d concrete monolithic footing with (2) 45 bars Cont. TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Step per o foundation plan 71'2' (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) Wl bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor i -III I 1 11-11 I 'III-IIII =i 30"x30"xl6" concrete -IIII- column footing with (4) --hikI = 445 bars each way III —III — 30" 3 COLUMN FOOTING DETAIL ` SCALE 1/2" = 1'-0" 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 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. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 95 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over �Uu clean compacted termite treated fill CO GRADE 'aIf LL cn I i liL- III PORCH SLAB EDGE DETAIL SCALE 1/2" -_ 1'-0" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ Grade imm iii III= 14" ICAL 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 9 F F —IIIIII, IIII- 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. GARAGE CURB DETAIL bCALE 1/2" = I'-O„ 2" x 6" PT wood secured with \ 3/8"dia. x 6" 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 T c IN PERMIT INFO BOX ON SHEET 91. SEE PRODUCT ` APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location G} 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 OBBraden it Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281= 8258 Fax : (712) 281- 8283 E-mail: bradenaiat"comcast.net Stuart. FL 34994 #AAC000032 20'-0" 14'-0" r— — ° 00 03 i lls E0 OC °° t — —— 4--- I-------- ------ i---- I J�3 J�3 4 I Filled cell under - I� girder above I FI I ZRear Patio/Slab to be poured separate L I 4 From the house slab. I o I n 0r Thicken footing to I a I 24'w x 14"d x 24"L r— — — — — — — — — — — I FI �I II a I I I a it a I II a E under filled cell I FI I under girder bearing. � I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I I 3T-8" I H 4" concrete slab with fibermesh OR I 6"x6" U10/10 WWM on 6 mil Visqueen overO clean compacted termite treated fill v®l I7 FI �I it—i I —i —i I FI I I _ I I IO TERMIfg#ff�TMENT REQUIRED _ IE I E 0 I N 4' -0" I oo - -� LAI_ EI � A/C 4"0 u>) II I Steel Ballar d ®filled w/ Concrete I #1 v IV Flo �aaj N I I E 01 I NI I I I >� E I I I I tEE r FI— a —_J I E,° I O I °❑° ❑°�° I 3 =3 I E 01� MIT I �� a) I / ° ° I a I r- / v O 0 OL————— — —--0 IF5 N U:: u I 00 0 - E E I W 03# �I � I° F4 ° W x Ln r I�-- N—�--- r °� ® Et---- Recess for F5 _O EO 100 Garage Door OE OE L F 9'-0" 3'-5" 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above IlIgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida °U c u� ee NLL 0 I c FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'- MODEL: Date Drawn 5-9-11 GARAGE Drawn by: RIGHT C.C.U. Checked bg: D.R.B. Revisions Sheet C om -, 112 — OF 5 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. n Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. I-IETA 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. into beam either wet set or in epoxy with 1810 lbs. uplift ETA 20 (22) IOd nails into truss. Add truss lea per detail on blocking to this sheet ROOF SH=ETINCB ATTACHMENT DETAiL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 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 KeQ Area Ede Field Fastener Pressure Zone I 6" 8d ring shank 45 psf Zone 2 L" 8d ring shank 16 psf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" 1 Column Block l Rebar Rebar 48 Bar Dla. Min. Overlap to L Int&l A ttdchm&nt Provide Cast-Crete=:--.,'.+.�: SUB-OB/OT precast . - - -- lintel set in mortar _ Min. 8" Bearing - --- divide PT Buck .ached per jamb ails Into filled ci 4" Pre -cast Sill \ Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" NTS II 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) 10d nails into truss TRUSS BLOCKiNGrt DETAIL AT GIRDER STRAPPiNG AT CENTER BEARiNG POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 COX Plywood nailed at L" ox. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 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 Ib 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 \ Additional Precast Lintel #5 bars CLEAR :'r 92'-10" Lints Length a r LengthSpdn C ear A' Bars IIBII Bars 9--_01111 2'-8" I'-6"2,#3 none y�r 3'-6" 3'-4" 2'-2" 2,43 more 8F8-OBAT BF8-IBAT BF8-IS/2T Addtional 4'-O" 3'-10" 2'-8" 2,43 none bars •.• CLEAR ^_% .i "'.t�. 4'-6" 4'-4" 3'-2" 2,43 none ne Rau of "H" Block Above 5'-2" 4'-O" 2,43 none Precast Lintel ': %=! 2,#4 none .I r 1 none r ' Additional"�"�' #5 bars T-O" 6'-2" 2,1* none BIPIL-IBAT 8IPI(.-IB/2T NOTES: 1'-10" T-O" 271t5 none I. min. coverage of steel=1.5" 2. min. bearing required a ea. and=8" ALL reinforcing steel is grade LO. 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete S ecifrcatron Rows of "He Block Above " n Bottom Steel S1Se Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" SIPS-OBAT I tt5 3049 1569 1024 L31 2'-V 2'-8" 3'-1. 4'-0" 8FS-OBAT 1 #5 2541 13L3 1L3 L45 4'-5" 5'-10" 8F8-OB/IT 1 #5 1 1105 409 1 339 L50 5'-0" L'-L" 8F8-OBAT 1 #5 1 1238 835 1 -121 LLO L'-8" 1'-L" BPS-OB/IT 1 #5 1011 121 1 534 LBO 8'-O" T-4" BPS-IB/2T 1 #5 1 2 #5 152 591 512 L90 all 10'-V SIPS-8/2T 1 #5 2 tt5 443 330 401 L90B 9'-0" 10'-V BFIL-I121/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 8F8-I13/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 11'-4" BFIL-IS/2T ONE 1 #5 2 #5 13LL 1028 452 L120 IT-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1 1015 110 324 L140 14'-O" 15'-4" BFI4-I5/2T ONE I #5 2 #5 1250 L09 259 L160 IL'-O" I1'-4" 1111" /2T I #5 2 #5 1 300 192 194 L160B 1 IL'-O" 11'-4" BFIL-I13/2T I ONE 1 #5 1 2 #5 1 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Aluminum Drip _ Edge E Fascia J. 1 11 1/2" thick stucco on 3/8" hi -rib lath 2" x 6" Sub -Fascia/ 9 Kagcan Full o vent vinyl soffit installed using 1/8" dia shank x 1.5" long gale. rooting 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 #5 bar continuous BEYOND Top of Tooter IL" below finished floor 5/e" thick fight textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each Felled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan � Slope per foundation plan 'r —IIIIIIIIIIIIII IIII IIII-1 � I 1=1 -IIII , .IIII11 •: �. 1� 1IIII1 I I I1 I I I ROOF 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 4 Aluminum Drip Edge 1 Fascia Poured Co concrete t Poured Concrete concrete block u Concrete F Manuracturei Flash and Counter ' flash Nail ledger to gable end truss with (2) IOd ails at each web \ 2„ attached to horizontal end vertical wood framing with nines or staples to provide no lace than I-3/4" penetration into horizontal wood Framing end 3/4" penetration into vertical wood framing members Flush Mounted Shut Juminum Panel razes per manufacturer See Tyycal Stud Detail "I/a" x Wing Nut w/ appropriate washer and spacing per manufacturer's DeCada \ I �,Ie1S" Stud C)etall Stud w/ Die Cast Zinc N75 Nickel Plated Wmg Nut Simpson etall nt5 Brace Gable end with 2" x 4" SYP #2 Brt back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEE�D WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar Cont. in each row. Substitute precast lintel Filled with concrete and (1) #5 liar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips a 16" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102 3 1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC �601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and llJ #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted ape foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET Base spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CXV #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE TITfT111� ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTIOP =� IIII 1I M1 — ALL TRUSS TO TRUSS CONNECTIONS BY IIIIIIII=1 � 111 � 11 IIII III= I , � , IIII- i i Topical Section at Front flora c N al _ � X L � r 0 N � � Q J ° n a L r N al U w1OoO a 00 E_ N u� L N r NK L90 L90 BI BI L40 BI 4- z 0 I c, L90 BI N .. BI 0 N d I W LLo LLI = I Q �. AZ 12 1 ~ .•... L BI W n j � 2" U I I U BI �� 5 OPE _ in I I W N� W 6 Z Q N W W I z�z. I iL U LI- ll - - u C L E Gulf Coast Su I and MF 5 Crim Metal roofin FL #11451.12 a woo screws with self sealing w it 2) 30 lb felt underlaym sher at 12 o.c. max spacing over ASTM D t installed with min. 4' side laps and L" F_ Is s fastened with corrosion re end stant tin ca a and with 1.25" rin shank nails eck to trusties using attar' t detai on this sheet 7 1 r----- B1 #IC �1 1 p fire ccese Q Lwith light -----� SLOPE 4 BI j j d I I ( T s 8 -O MAX. with 2" x ( T S 5 8ft back I I TI of top chi L I I z I r I — -- I I p I j j BI L31 .; ba . I I BI I BI j I I I I I I BI L43 V = HJAI ET r a 2( eac trus N a Q uppo ting ax.bs. u lift I B 1 v L%10 LO L9BOB x Scale I/2" = I'-O" Braden t Braden ,41,4, P,4 Architects - Planners 417 S.E. Coconut Avenue Tel : (712) 281-8258 Fax (112) 281-8283 E-mail: bradenala8comcast.net Stuart. FL 3499G #AAC000032 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 CONSTRUCTIO l.Ugnne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm :4 5-9-I1 The Grand Carlton GRGHTE Drawn bg: c.c.u. "4 ' 12-2 Spanish Lakes Checked by: St. Lucie Countg Florida D R. � OF 5 �` ����" �--s�e.�� PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C camp 1 2 AHU wo 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #6 12.0 kw 50 2 7 8 1 20 1.8 kw #12 Pump 9 10 Driler #10 5.0 kw 30 2 1 12 I 20 1.5 kw #12 13 N Dishwasher U12 1.2 kw 20 1 I 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 22 Recepts #12 20 1 I 20 1.2 kw #12 Clothes Washer 21 Recepts #12 20 1 1 20 1 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw 412 25 26 Recepts #12 20 1 I 20 1.92 kw #12 2-1 28 Recepte #12 20 I 1 20 #12 General Lighting 29 30 Recepts #12 20 I 1 20 #12 General Lighting 31 32 Recepts #12 20 1 I 20 #12 General Lighting 33 34 Exterior GFCI 912 20 I 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 I 10 #12 Bathroom GFI 39 40 General Lighting #12 20 I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Llghting (3_ .watts Small, ,A,ppllance..C.lrcult(s)... Range ....... Refrigerator Microwave..................................................... Dish Washer ..................................... .Clothes. Washer ................................. Clothes Dryer ..... ................................ Water Heater ...................................................... Water, .Pump .......................... Garage. Door. Opener. sq. ft.) ......... . ....... . ........... ........ .. ......... _......... ...... 1135 3 3,205 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 5,000 1 4,500 4.500 1 1,800 1,800 1 810 810 First 10000 Watts Remainder Electric Heat or A/C Calculated Load 9100% 21,415 940% 10,000 90% Total 1 1 1 Watts Watts 10,000 O 10,000 31.415 10,000 I0,9LL 10,000 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle C- Wall Mounted Light Waterproof ground fault circuit Po Light with Pull Chain (attic) ® Floor Duplex Outlet © I Computer Connection Jack Fc-mFl Carbon Monoxide Detector V Flood Light Q Thermostat ® Electrical Panel © Central Vac E33 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack n p;ec A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. 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. 6. ALL exterior outlets to be WP/GF1 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 RM1602 10. A/C Refrl erant 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 bg a licensed electrical contractor, the completed system shall be fullg 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. 16. 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. H.B.+_ Vent thru -JOTFIt--- PATIO/SLAB I I GR-AT RCOM I I I 169 CFM Center Regiitors on ceiling'fan 149 CFM IOXIOxI I OXi0X1 DINING ROOM 232 CFM 12xLx1 11.3 CFM IOxIOxL MASTER BEDROOM 143 CFM IOxIOX6 B/A I E ------ ----- 4 /1 12xl2x9 ° L 0 3 E T1 B/A 8 CF 8x4x4 I H 12"----11 Iasi T 34 8x4x4 M _ ----Vent tIaLLL -- B A T Soffit °10.1 I O CFM11 IN we , I 1 � 8X4x4 �epin"gj I O OxaO - O- I T I I I W I _ #t I Attic Airr''.. �( X I -with light i 7QQI L -- -L-�, I 150 Amp �P Panel [Meter SECOND BEDROOM 1 12x12xe / 1 B/A Z- COVERED PORCH MECH,4NIC/4L LAYOUT SCALE: I/4" = I'-O" ll. 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 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----------------- i I I I I I I I I I I I I I I I I I I I I I I u2/0 Aluminum feed I %' Conduit -, 2" PVC ( FPL 2" riaid service FPL A/C disc. 150 AMID PANEL #6 coppe wire cont. rear 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 t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaias'comcast.net H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB ' I - - - - - ELECTRICAL fi L/4`1 6'-3" 0 N Post Light with I Photo cell wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity SCALE: 1/4" = I'-C Attic Venting Calculations FBC 2309, Total Attic Space = 212-4 sq. ft. Venting Ratio I/150 = 14.1� sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions Sheet Comm 1 5-9-IZ GARAGE Drawn by: RIGHT C.C.u. -� �2c� 2 Checked bg: Py D.R.B. OF 5 LIFE SAFETY WARNING This tmbol identifies Life Safety Warnings that should be read given pecial attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2.-0ON GENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE A 3TENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO Er IGINEERING DRAWING TO DETERMINE All IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 3CI Span'Ior less & 30' to 60' Span �60 degrees Spree. er Bar or less 4-1/2 /2 —► Fa I_11 c span approx. Truss m l be set this way it crone used Truss is a .ample. your cross may not match. +sist urcill eoperator sets truss this way. 4og �_Approx 2/3 to Line 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A 1 FZ "A" Ill l_Ill FZ "OT'-Ill NLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES RE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLIG 1- WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be es shown. Guide bobs s hedule in engineering Dome angle nniis. package. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR t M 12 4.00 F-- _1. upset=l/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F-- 2.00 job' " 12 upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH IL Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' . icANNoreesrArtrenwrtLn+isAo�raaoMeo: Tin WWdMail nd11rPWNV%tw oOnMMMVebehReledIll TM acl Mid sp..s: r..Ttope v+t a oral h ala.cmidrlo. VA er uta. q.oe,Aaa dgpr�t ll whkdllstheflabwQl f0rdttbtpiiV.i.tawwAl6Mk " dtlrumm 2J11 dnwebra CA tft YyaR bore boon tlslMed brae uldesgwd s aril!. tnllesrt nose. Y pew by =Wd nd b Ctr,tbam Tnla welt tan fool dryf aP aethsry se. tstdaregtad apace. 1hd ro twitcltnaee we. be abwad.�h 11a *1 suds twlwt notlos Is lbtdd,ea Ch.mMn Thep and 1 asaa (� days h kwwd b twgYt rsl ragtiad wb a,baauls aelaebull"a, d CltwnMn o�l�i�' 4. Ttw tatdsralpled dotoaMd9aa nddq d�C811-0s" auatatagtdwsttryTin ilWrGI 0. DatNwy M b kb sib. s Y sr wyw•.'mapatweab b mote. Ua lob ab wAable for a.wmlr•at.tle«.Thweh.et..d..atabba.l«erte m. wb�pram.kb.ia or. IIwiim drab dh fadaang6 Clwraws Than we be raapawab brdtaap adawy aty. TIa tetyw Y rwporabla fir sddkrtd ddsary unwwo 9Chanbn Tow lrs b nohow twotloloD eb is not EWKW kr Ml or li Y rol PAard for eNwy d Waee. l,ywliroparEla 10 Tice fortsrYtp oawgwfoaft attdllbw.' 0. PMa as shmm 4 vatapavlt 7 babes le autil b gwtpe if aid dw6 als.mads pi 91b.NyaRAi WhourMforreyYbltamtYbatlwYedMCMtbnsTap. ' a ......1ASE OHDt7i b Cfwmbew.Tnwa of fin sun sped 4 of Ir ieraanwti a reoaiabla forks k wloe we. w rondo an ddswy and Ptld Will brio d ma, e» mods d .dwadaa d.bte adeay s b,ryrddedy d bbdwted litiew Do wftili p W saM b l C wMaa.TNas mo ril Ave iy'sbe fort:dKill h aysd of Pbfrwinot thedy nude. 1-1lt 1ipwmdh a Mat d'A's'�Ishs areAYYf"nbla'hua atstb dwdarraulss • l4 h aafrNerWort d tiwebsa Tnwa adsrldYt/ ride far 06 ntewbildtl tho ud� o vtoaldAlady Wwwieo paynws vitan due d wd and d hdlil less owed to Cttintbart Thee. by.atry at�b �V ntderlal and se. tatAsMpad'spao b such kidellik mm hduding allil a a foe, If ciA In rrwtt poyfor awlW be nade� aw '110�0."h ea avail Of any dpglOn oorteMnba ere soon.., to Bien fmNw Iw.t.tdw b Itayrrwnb mama b hetei6 roatwsaa 09M ed se. Wks venal Ill wxh adbntva l Looks t%atatb. Rrlde. 11. Dedpl reWrat iMM we. par"Nal l Standrd And ftbLtmw I oddlil Oft atlror-CoWA'cdon U*V Mdd Pbe Casrebd WoodTnwae 4200" srOrf�O FOR. THE -�•_• ..Aspeadwblttmaybettxq"ptr"M14W1oprs tfjuy3dtttsa lit"ple ply trusses must be fastened Wgo# or per enpblewhi before they am set; (allure to do so can re"In roof aenapRe. Tomporsry and pemwnent brachia am requlwd aad can eau Oft and property and b the resportSIblil y of #0 ftm erector: Sfudy the contill of the brfonnadon packst blduded on dedtrery befon stump tr ilial . •..7Yueesrradstbesettrdbraoadp�daslQtbprwettttjuy3darepe� Trusses 4nu4be set plumb and squaw Do notset bunks or stack of plywood, roothp mdwW or wry .. ' 21!!gmtrated loads an to sss, fhb can canoe Couplet DO -NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plell Florida 3490-OW 800-551-5932 Fort PMroe TTY-46111l Fell 772485+8711 .f"... Ill - 772469.2012 stunt irz4B6.3162 v rve /a;dtyiteC Cs or 4'chitect'3 reforest shop drawing approval is NOT "double check" of the contract The contractor shall remain rospol for checking field one asurements Other c^^+••action criteria. Arehit spiv•.+ " covers general roof sha review er vuss strapping, and load! structure from y ity and uplift Joe, their re p e location APProved 9 Date: 92.0/93.2 MITEK 4.2 Oraden i Braden A.I.A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 - w' Loading in PSF Roof R.D.L. i e Top Chord Live 20 s Top Chord Dead 7 4.2 w rl .2. I o Bottom Chord Live 10 Non -Concurrent o e Bottom Chord Dead 10 3 .. o m TOTAL Load 37 7.2 o Duration Factor 1.25 cc 2!Wind Speed 165mph 0 Top Chord C.B. Sheeting by builder. "-' :E Bottom Chord C.B. Sheeting by builder. v ~ Highest Mean Height 14'-0' H Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 DESIGN CRITERIA shown above with the ng department and your engineer. L n Criteria is the responsibility of the n Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 W Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:XLC C%) Date:04/24/12 Revised:10107/15 FOR Q WYNNE BUILDING CORP. C DESCRIPTION: G 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7`flod 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 a Lf2 W- f