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HomeMy WebLinkAboutBuilding plans, 1709-026212 4 1 SLOPE W-I" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x wood screws with self sealing washer at 12" o.c. max spacing over A (type 2) 30 lb felt underlayment installed with min. 4' side laps anc laps fastened with corrosion resistant tin caps and with 5" ring sh spaced 6" o.c. at all laps and two stagggered rows 12" o.c. field. deck to trusses using attachment detail on this sheet C7 5/8" thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor 5/8" thick x 8"w cut cord,; finished stucco bands LEFT ELEVATION SCALE. 1/4' = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.r. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATiON - Overhangs at I'-O" unless otherwise noted on Roof Plan - 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" 5/8" thick x F,"w cut 12- >•H coral finished stucco bands .H. `3 3 thick light textured stucco on typical concrete block construction -------------- - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p' RIGHT ELEVATiON 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 TT EzSpiration Date Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hun g g Series 185 Mi Windows and doors ie. x gpcona Wp ml❑❑ pssn�}fption at mnx om each corner and L ox. tl arearter througA PT Buck into so d Pilled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. 60 6f ± p A 16-0330.02 Overhead Garage Door g Model 824/811 T-4' max. width III max height g DAB art x SIZEto caarete a art i cs with ) e5 bar vert. wng Vir- x 6' Ndw HLtl Maus ashen n e' o.c. h I. 5' Ee. aadrorr 11 min 4' edge dntanee. III tr ek to hock tfiI I x 5/9 i'wl threw leg arwr m eav hra}ca mmnemnmg Sk edge dL terw -eG �� Wt ti where to prwwt apprwal 10-9-21 + 50.0/-60.0 oaf B FLU 16614.1 Fiberglass DesignPro/ Smoth Pro 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. + 0 PSF go- C FLU 15332.2 SlidingGlass Door Series 420 Mi Windows and doors q. x cone soar1•anon at max. rom each corner and 'P�o.c. el din= row t�erealter 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 Ez Sp ration Date Deal n Pressure 8 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 pamstration into each Mull Clip. Attach mull to clip using (4) #10 x .2v wit tapping screws per clip as shown in product approval. + 118.9 PSF Roof FL# 11651.12 5Y Crimp Meta Mel Roofin g Gulf Coast Supply and manufacturing 24 ga. 5v crimp metal roofing attached to plywood deck using #11 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tglie 2) 30 Ib felt underlagment installed with min. 4' aide laps and V and laps fastened with corrosion resistant tin capa 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 roof plan - 108,5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using O. Iona rino a / ia. +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 2-4 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 SCALE: 1/4" = 1'-0" a 5/8" thick x 8% cut coral finished stucco bands = Flnlshed Floor Finish Columns with aw 5/8" thick cut coral finished stucco bands 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board -� I 11 i 2" x 4" P.T. bottom plate 12 SLOPE 4 faNCF�LEO FAblttlg,,, a lAI i�wi,�itl;1 AE THE RESPONSIBILITY OF THE i`ONTACTOR OF HOOU ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED TiiESE PLANS AND ALL PROPOSED WORT ARE SUBJECT TO ANY CORRECTIONS REQ[AnED BY FIELD INSPECTORS THAT E,,W BE NECESPARY IN ORDER TO COMPLY WITH r- L hPPLICAli CODES. 12 -MSION _- - - _ O'-O" = Finished Floor Ah \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" 170b-0 ST. LUCTE rOLNTY Fi'll:l'INC nnfIvItAN Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 RFVTEEVI�i'ED FOR 1PJ. 4�C 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" ME BY ri wood screws with self sealing washer at 12" o.c. max spacing over ASTM D DATE (type 2) 30 Ili felt underlayment installed with min. 4' side laps and 6" end PLANS AND R�ITT �A'ST BE KEPTT ON JOB laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ORNO INSPECTION 1VILL BE BLADE. 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" CDX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 I 1 1-mi 'llm-1 -II II0II ■ ■ 1�II III ICI, JAL 11 � 'III 'I[�711 Ill ICI p�lll�ll�llll�ll 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON 4" concrete slab with fibermesh 6"x4" #10/10 WWM on 6 mil Visqueen OR over clean compacted termite treated fill nterlor Non -Bearing Partition nts Braden t Braden AIAe PA Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton Telel (712) 281-8258 Fax E-mail: : (112) 28�-8283 bradenaiaacomcast.met Spanish Lakes Stuart. FL 34994 UAAC000032 . SpLucie Count Florida g thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING iNF=ORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: '-O" Roof Pitch: 4:12 Internal PressureCoefficient: ±0_I8 Subjectal ility to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: " Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 pef 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 Deters Provided? Yes Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X By Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -OLS- psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: MODEL: D {,,prawn Revisions 7 'lubT6Parry yS GARAGE �aln b3: RIGHT c. `Vor h -1P,!. .,.�� TO 411OfsTGH I = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE - = Corner Zones Roof Zone 3 Sheet Comm # 1. 12-27 OF 5 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-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 so ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. 4 No dissimilar metals to touch. 2%2' 2%2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont, tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix °3/8" Drywall at ceilings shall be leveled and attached to bottom chord M2/2" of trusses With screws per FBC R102.3.5. 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2'r," 2 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door EH. = Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. Masonry Beam All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x 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. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, 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 sizingoptions for drygwall into Spacing Maximum installation of wood framing membera Nails Screws 2" x min. thickness Ceding Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either I6" g" I6" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e 0.092" dia. xR 1 1/8" long with Walls Either I6" 8" 14" Direction 114 head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into p OI O block with d tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c, max thereafter at sill per product appro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 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 #11451.12 26 ga. Sv 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 stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" Halls PRE-ENGINEERED TRUSSES ( 24" oxc) supporting Max. 4 18101ba. �- at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drgwall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (U #5 bar cont. for bottom row over opening$ using 1/8" dia shank x IV long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" drygwall over I" x furring Psi strips at 16" o.c. with R4.1 -foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. "M" block construction m Mortar to be Type onlgg proportioned per FBC R601.1 and Mortar Jonts shall comp ry with FBC R601.2.1. Provide Our-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 (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base Spacing at openings 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade IIII-IIII - III IIII-IIII- 1111 114" x 14" Concrete footing 14" with (2) 95 bars Cont. and #5 T Y F f C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JAL I I I 21' VTR Ma "ter /� JIL Bath , 2. Lay. 2" Lay. 1 Lr 4• 1 2" VTR JILW3' 2" 3" ahwr. 1 Krt, sink I I Kitchen 2 I I I Lay. 3" W.C. Bath #2 Sher. 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 O I fixed door sliding door _ Masonry Wall £ Bottom Track Typical Flooring 'gill Install SGD thru buck into + block with 3/16" tap -con with S 11 d 1 n g D cor D e a l l I from penetration at o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough open, Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54%8"x 63%4" Single Hung ZONE 4 2. 6'-2'/e"x 5'-3 %a" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38%s" Single Hung ZONE 4 4'-2%8" 54%a"x 54Ye" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor With manufacturer s specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-0" X 7'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41'/4'x 83%" Fiberglass Panel - Inswing ZONE 4 X 6'-80, 4" x 81 %' °`t°6'-O" ;;C ;,e Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 1 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I 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 by contractor with manufacturer s specs prior to constructs 8'-C " 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 14'-O" EGRESS 12'-8" 00 O O " " O 00 1 © MASTER 8'-0" to 9'-I " A.F.F. BEDROOM in Vaulted Ceiling 8'-0" A.F.F. Flat Ceiling GR AT RgOM I I 119'-8" Rod - "Shelf 4 I I N L I N I NI L S E T e'-O" to 9'-8" A.F.V. 2" x 6" knee -wall o Vaulted Ceiling I below counter top R DINING ROOM I �e 8„ Rod Shelf '� - - f - ��` erg i how /�_ i - Vanity to be�� i 34 %2"high O High Ball KITCHEN I N - � - war -Tsang - 8'-O" A.F.F. ° ° Flat Ceding N O 8'-I" S 4"3'-O" Upper cabinets to extend over Ref. I A T H c Rod t Shelf _ I in N 8'-0" A.F.F. U c Flat Ceding v 0 SECOND °N BEDROOM x0 EGRESS Vanity to 34 Y2"high- ch I J H ry ® I - I -II Bette lotion 4"� Steel Ballard cn - ? 1 aeeo-d€tail qn this Sheet 1�" O 22" x 54' Attic Access Provide auto with light I closer Q Q -- _ - - -� 22„ o S 6'-0" 4" 150 m panel Amp © x E Y GARAGE GRESS V-4" A.F.F. O Flat Ceiling pi T 0� 1 O N m 0 T COVERED 12" x 12" contra a column block filled p ith concrete and (2) #1 bars vert. tied ORC into lintels above 6' 2" O 2'-8" 2'-8" 9'-6" 34'-O" Install windows thru buck into block with 3/14" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at .Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall - / \ Buck to be I" x 4" PT r----------------- i Block wall in 1 garage to be i struck block I I I I I I I I I � I I I Exterior face of wall -\ 3'-5" A Vent rger 'throuo wall A/C o I 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 I'x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock 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 BILL BLOCK PRIOR TO BUCK Detail at Door On J NTS INSTALLATION Braden t Braden ,AAA, P,4 Wynne Building Corp. MODEL: Date Drawn : Revisions Architects - Manners 5-9-11 411 S.E. Coconut Avenue The Grand Carlton G RIGHT Drawn by: Tel : (112) 28e1-8258 Fax : (112) 281-8283 C.C.U. Spanish Lakes Checked by: E-mail: bradenalascomcast.net Stuart. FL 34996 #,aAC000032 St. Lucie County Florida D.R.B. #8 Wood screws thru Jam at each hinge and 15" o.i prior to door attachment NTS Sheet Cc 2. 12- OF 5 File Copy STRUCTURAL. MOTES. I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL q. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT iN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 F0LNED47f0N FL�4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE, ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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 2800 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 48 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 8'-I1" Wide. Provide (2) filled cells on each side of openings from l -O" to °I' -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) 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 60, meeting ASTM A-16 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. 45 bar vert. w/ 30" overlap ___W SEE TYPICAL at each filled cell SECTIONS 4" concrete slab with fibermesh OR 6 xV 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill voli EEEIIHEEIII IIII— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'—O" 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan r . N 101, (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied Into lintela above Top of footer 14" below finished floor Venfg house slab height in Field 1 —1 . 11—.,II- 30 x3O"AC concrete column footing with (4) — �—IIJEEIIII91! I= 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"xa" with concrete and one 45 bar continuous GRADE\ \ SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re —treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6 x6" 910/10 WWM on Io mil Visqueen over m rn clean compacted termite treated fill U� 'T- FL n I-4 PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 4_�ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6 xb" UIOAO WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill —I1 " (III III—tl 14 w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 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 NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonrg 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 Braden t Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281=8258 Fax : (112) 281=8283 E—mail: bradenalascomcast.net -#B Stuart. FL 349% #AAC000032 --— — L ° fi�J— —— L—° I—..------- E i 1 1: 1 1 1 1 00 OC I Filled cell under girder above FI I C I Rear Patio/Slab 4 I _ UJ to be poured separate L 1�4 IL from the house slab. I o o Ioi I �r to Thicken footing I I „ �r————— — — — — — — I FI °II I _i _i _, I -i 24w x 14d x 24L 2 C] I under filled cell FI I —11711101711 under girder bearing. � I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I TERMITE TREATMENT REQUIRED I I 4" concrete slab with fibermesh OR 6 x6 410/I WWM on 6 mil Visqueen over o clean compacted termite treated fill 7 I FI I F---T a � o m I of ° 0-- f F I -------- —�C W — I 4"4 Steel Ballard �J ®filled w/ Concrete owl I I ; FF I I 93 I I I I I vNE I o f I I �_ � I F IE " oo I v 3 4J ® O O I m O I v to / a�4J Ir- FI / I o OL—-— — 0 U`---J� 1�5 00o >oU I LLI P4CD I !L _j x I O r N—F r I --- 3 L F 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grdrd Carlton Spanish Lakes St. Lucie County Florida a]■f0lfn rage oorrnifol�rn e 3'-5" 9'-0" 1 3'-5" :1IIIIIIIA111, A/C cI) u1 gv Nu_ A 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 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I US BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'- MODEL: Date Drawn Revisions : 5-9-11 GARAGE Drawn bg: RIGHT C.C.U. Checked bg: D.R.B. Sheet C om 3, 12— OF 5 Provide #5 bars with min. 48 bar teat ra- provide #5 bar set in diameters overlap into beam. Tie lintel into beam where leis of beam block steel opening filled cell steel into continuous the calla for it. g n _ o 9 File C®ll Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in epoxy with 1810 lbs. Uplift p ETA 20 (22) IOd nails into truss. Add truss lea ter detail on blockingto this seet ROOF S�-EETING ATTACH TENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof' stated in permit info box on these pins for zone 3 KM Area Edge Field Fastener Pressu re Zone I 6" 8d ring shank 45 psf Zone 2 4" 8d ring shank 16 psf Zone 3 4" q 8d ring shank 84 psf ** Zone 3a L" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verlfy with Plan Concrete 12"x 12" Lintel COlumn Block #1 Rebar Rebar 48 Bar Dia. Mn. Overlap Column to Lint&l 4 ttachm&rt N7S Provide Cast-Creter,- SUS-OB/OT precast - - - lintel set in mortar _ Min. e" Bearing-.- j::;:j Provide PT Buck 1<1,, G1 Poured Filled Cell 'f;;i;,ii attached per jamb etails into filled cell 4" Pre -cast I:.'! $III \ Ir`i'11 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" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vertleg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 Tyype 2 felt paper using Bid nails. Substrate to be edges with CDX Plywood Waded in 6" ods m field �\\ and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661,12 26 ga. Sv 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 ataggered rows 12" o.c. in field. Attach deck to trusses using attachment at on this sheet `\ Additional Precast Lintel #5 tiara r ;'.,"<� CLEAR Lintel Length Bar Length Clear Span "A" Bars Bars 'i'r ':..' t 2'-10" 2'-8" -6" 2,#3 none , `----' IL----'' %----'' 3'-6" 3'-4" 2'-2" 2.43 none BF8-08/IT BPS-IBAT BPS-IS/2T Additional 4'-0" 3'-10" 2'-8" 2.93 none • #5 bars "'":}�,` CLEAR ^% '.i 4'-6" 4'-4" 3'-2" 2.43 none i' ;:'•;�?One Row of "H" .,; Block Above 5'-2" 4'-O" 2 u3 none •ajrtk,�' 5'-101, 5'-8" 4'-6" 2,#4 none If ',�:, 9 Precast Lintel r • -r"y G'-L" G'-4" 5'-4" 2,44 none :. ? ;'t;". i Additional #5 bars IL --- _� 1'-6" T-O" 6'-2" 2,#5 none 811"I6-IBAT BFIL-8/2T1'-0" 2.#5 none NOTES: ALL reinforcing steel a grade GO. I. min. coverage of steel=l.5" 2. min. bearing required a as. eri 3. standard for reinr. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crate Specification Rows of "H" Block Above " e Bottom Steel Size Top Steel Size Max. Gravitg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-V 8F8-OB/IT 1 #5 3049 150 1024 L31 2'-6" 2'-8" 3'-1" 4'-0" 81=8-05AT 1 #5 2561 1343 Z63 L45 4'-5" 5'-10" BFB-OBAT 1 #5 1105 909 331 L50 5'-O" L'-L" 8F8-OB/IT 1 #5 1238 835 121 L60 4'-8' T-L' 8F8-OB/IT 1 #5 1011 121 534 LBO 8'-0" T-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 T-OR 10'-4" 8111 1 #5 2 #5 443 530 401 L90B T-0" 10'-V BH6-I8/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" 11'-4" 811i 1 #5 2 #5 582 494 1 452 LIOOB 10'-0" 11'-4" 81iiG-IB/2T ONE 1 #5 2 #5 136L 1028 1 452 L120 12'-0' 1 13'-4" BF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-I113/271' ONE 1 #5 2 45 1015 110 324 L140 14'-O" 15'-4" BFIII IB/2T ONE 1 #5 2 #5 1250 409 259 L160 IL'-O" IZ'-4" 811"1 I 45 2 #5 300 192 194 L160B IL'-O" IT-4" BFI4-I8/2T ONE I #5 1 2 1 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID (WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. i 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 Aluminum Drip Edge t Fascia 12" 2" x C Sub-Fasci Kalican full o vent vinyl soffit installed w aing 1/8" dia shank x 15" long gale. roofing nails with 3/8' die. head per product approval - see chart sheet 41 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied--� into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor 12 F 4 Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall Poured Concrete or \ concrete block wall Concrete Anchors f Manufacturers Specs Flash and Counter v flash Nail ledger to gable end truss with (2) IOd ds at each web 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan U5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. a Anchors Per Curers Specs 1/4"Max. sh Mounted Shutter Detail W ood Base Aluminum Panel Sizes per manufacturer - are Tgecal Stid D tal 1/8" x 3/32" Wing Nut w/ appropmate washer and spacing per manufacturer's Details 00 1 Stud Detall Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 8rt back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERF-D WOOD TRUSSES ® 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 (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg fod strips at 14" o.c. with R4.1 fl- -insulation on typical 8" Block walls All dr wall to be Install d or FBC R102 3 I and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportionediper FBC R601.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and O O (U #5 bar Vert. (typicaU. 'Max. spacing shall not exceed 48 unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xV #10/10 WWM on 6 and Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 1. /clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE \ •N L90 BI L90 BI LLO 4 BI 0 i L40 BI N N LLO: W w Q I 12 ~ L B1 L I Cf) fV W 7 � 4-1`2 A3) 4: u U I Q I S OF'E I W E I I W N� W ou, Z up Z/ V (y =3 z m XXI W � W I I in BI L31/A i': rn N l u -- -- --_�. -- Gulf Coast S-Al and MFG 5 --� Crim Metal roofingFL #11651.12 � E Q wood screws with self sealing Lull (type 2) 30 lb felt underlaym le s fastened with corrosion re sher at 12" O.C. max spacing over ASTM D t installed with min. 4' aide laps and 6" end Istant tin cabs and with 1.25" rin shank nails F- eck to trusses using attac irl it detail -on this sheet 0 AI tic se 1 12 with light — — — — SLOPE 4 _Qp BI I I T u P ( T S T d S I " 8 -O MAX, I with 2" x aft back I I 1 L_ I z l of top chi I 1 O I I I j m1 I B I L31 .: . I B1 I BIB IBI I I UJ IL45 BI L90B Q H rin v 2 eat ting lift trus ax. N 0 — in tt- Bi, Lio I BI So on hurrica at n ( c.) 1810 HETA r a uppo bs. u z _, -1111 1 1 l l l li lil=lil 11111 14111 III= -i j1i �3 Tgplcal Section at Front porch- e n = r-0" Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E—mail: bradenaiLis comcast.net Stuart. FL 349% UAAC000032 FLAN ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCT — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUC• W6nne Building Corp" MODEL: Date Drawn Revisions: Sheet Cory The Grand Carlton �RGHTE Drawn by: C.C.u. '4. 12- Spanish Lakes Checked by: St. Lucie County Florida D R E3OF 5 -File Cony PANEL "A" Poles BR Load Wire Description circ# arc# Description Wire Load BR Poles 2 40 1.0 kw as A/C comp 1 2 AHU #10 3.5 kw 30 2 3 5 4 L 2 30 4.5 kw #Io 40 gal. water HTR Range #L 12.0 kw 50 2 1 9 e 10 1 20 1 1.8 kw #12 Pump Driler 410 5.0 kw 30 2 11 13 12 14 1 20 1.5 kw #12 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts #12 - 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 20 1 1.2 kw #12 Clothes washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 2-1 28 Recepts #12 20 1 1 20 912 General Lighting 29 30 Recepts #12 - 20 1 1 20 #12 General Lighting 31 32 Recepts W2 - 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 412 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 - 20 1 s are 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. _watts sq. ft.) Smal(Appliance. Clrcuit(s), Range ... ......... ........ Microwave Dish Washer Clothes. ,Washer.......... lot Ches. ,Dryer........ ...... ...... Water, Heater . . Water .Pump ...................................... .... ...... Garage. Door Opener 1135 3 5,206 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 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 Total Watts 31,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 840% 1 O 10,9LL Electric Heat or A/C 10,000 045% 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 S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =E) Waterproof ground fault circuit nterrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling ran © Television Jack fTelephone Jack AG US A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light FSP-KRI 111� Speaker Hook -Up ❑i: Intercom PATIO/SLAB I I GR�AT RgoM I Center Registers I IL9 CFM on ceiling fan 169 CFM IOxIOx'1 I OxlOxl 117L � .. _ 1211 DINING ROOM H.B.eT � I±I Vent thru -- _ x4 fib - ' 1JRrii- r-eli l 1 1 20X120 I T I i I IL" I > 1 0 3 23I2xLx1 j 'Q Q L1L_ '-L--=� / SECOND % BEDROOM ; 3Qxxr 1 12xl2x8 B/A dJ COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN � � � � � � � � L/4\�CU7 O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/'4" = 1'-0" I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. I1. It is not the intent of these plans to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat, the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFi protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Brant lines that are run thru slabs must be 19. The electrical s stem shall be com letel and effective) in sleeved in PVC rounded as required b the latest edition of the N.E.C. g 4 y 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable, contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and Z. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements pr repair of any conduit. other phase of installation that may halve been damaged. 25. Dryer Vents to be installed per FBC RM1502 143 CFM IOxIOX6 MASTER BEDROOM 163 CFM IOxlOx6 B/A 'F tcF 4/IICJ12xl2x9 B/A �l 7 I 153 CFl I2xl2x1 I�" f 22" x 54"- Attic Access with light 1 L - - - - ME --- Vent -lIaLL Soffit 150 Amp Panel AA�I Id kreter GARAGE r----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I A/C disc. 150 42/0 Aluminum feed AMP I '/2' Conduit PA EL M TE AHu 2" PVC ( FPL}� 2" rigid service FPL Ba tt5#cont!p4%aWi n 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 : ('112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 349% UAAC000032 PATIO/SLAB ,-1tovered Porch`, 1 1 1 1 I / 1 / WP GFCI \ ' MASTER BEDROOM V ry N G R I A T Smoke / Carbon - - - - R 00M Monoxide Detector et)' �f' Combo I \ I S 0 M I GFCI H.B. E)-- L LQSET N I I I - GFCI DINING I II GFc1 ��I Exhaust Duct ROOM I F---/ H Thru Soffit 4FCI KaFCI GFCI p AN �p \� KITCHEN �� N / CJarball J TY I I 4" Exhaust Monoxide Detector Combo Cl Hines n 3'-2° 2, \ Duct Thru all Tp \ I / ®� WP GFCI 50 M 1\ / 121 Install owlet Exhaust Duct F I O GFC under disc. Unot shown for Thru Soffit \ Fci clarity -- - - - -- \ "h GFCI Q I H. �w �I ---- ( enter > I l" 22" x 54" I i 1 O, is I Attic w th light Access 1 N S�.COND / �a J L J i Optional PR 15510 Amp Meter / V S ® panel location I / Panel \ � Pull chain light in attic / / / m 42"h GFCI GARAGE B /\ 1 \ Garage - D oor Opener Wire For \ r-----------------i o Front Post Light / I I tQVERED LEI \ I I I I I I I I ELECTF,,iCAL FLAK SCALE: 1/4" = 1'-0" 01;710 Post Light with Zi Photo Feu Attic Venting Calculations FBC 2309.7 Total Attic Space = 212,4 sq. ft. W Q Venting Ratio I/ISO = 1-4.16 sq. ft. required - 'a Provide A Continuous Vented Soffit v IL Wgnne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm tt 5-9-11 The Grand Carlton GRGHGTE Drawn by: C.C.u. E1 12-2- Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 File copy A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should bo read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-O: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span AL 0 degrees Spreader Bar or less 1 2 Ta Line span app>ox. Truss must be set this way if crane used. Tress is an ...mple, your truss may not match. ysist crane operator sets truss this way. liag �_Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss 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 A I F-v H A" i--> 1_ E FR " O T IE= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUS`3ES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A RANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. SEAT PLATES BY CHAMBERS M INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL 12 4.00 I— LO 2.00 Cl) 12-1— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREAD 1 �► are braced per B ER BAR OF 17 23 IN LENGTH Do not stand on trusses until they p CSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABR[CATION AGREEMENT' "TRI788E8 cAfaro'r tie sTARM UNM Trw AGREbMW 18 DIED b Tli. bay dmtm�t «ar pmPettyrha. the tp>q.ee wY b.Inotslad IS . RErtMED L".Tmepterr wa ba rltsde In strkt soomdrtce rrdt roe truss pbtotltmd �, wNthts its sob ltusatlgbr datenNNtp.a+c+stsos tebrlratlottNer r.._... a. tAwss wotmt tw600 Y prwNed by certlom(rtrr b w••••. syi oldeNery rho urderslpod spsso slit no aycytopp ibtoto Ta jam' 4t LKh radon notice b NtOslod chrtlbers Trtw shoo hers area (� puNlsss days kl tMld p beat repetre req*4 a a a bseh" dheatrysm,The, s4 C%Itsnpbefa ap1Qi� &°td0 �"t0101„d�cs tar suml.ty.tn.t yrTalawrew. Dal dltsry. Clambers Tom Islas Cr seM rMwe.. b 111eA'e aq Jab ese evRahb ,a �eW � sl0s�b tint w. �� eeovmy Stec s C/wtpbars Ttttss !rs b redetre a r"Pansible to Chrnbsis Trua y or buyer 4 tort pePrad for dstkery d truest Ike ee shOwlt 61 pwagraptt T batty 'D MeY duo b f10e oDndalmr• atd.A$Mpiwbmwfaebr= tottoyybe! Dedbf Char b t TR0&s!e. foods It wd: a PURCKASE ORDER b Cfpambets. Tttru «ms otm ttytsad t4 a ■ t!1 pries. Inralce wa w np.d. en drr rw patd ad,y, term. «tw !wry. Irnolas tpy. ba mods a sdlmtssd dais bt aellvmy s b,7 Como I «fattdcofed (ruses. TM tadmslplyd seises b es (" for conepry Clsmtbets,Ttuso tea b�6y WE be M = ntoda t-12 %per mono, s"llIN ptetus or appals ryatote on mla shed omrohses spraenlydm d tmm. hmetra wtaldmwm, dChmnbms Tars eldetdnp a,eml ra rta ttrtmlm m. tabw*Lyd b tNnnbe. psrarnt wtmt due « rn end >o bdebb o seed b as Tlttos by.Uwy � recdWq mmmfel end or tedmslpnsd'opreeo b prjr suds m�rsshAPdDV e" tees. s doli In paymms br ma0arlel be tnadti by dts or avers «7XsesPo oonext 1Z arts aatsatt ism do time fusishlid hmsorder ` Fl bi tlpa pstses owes srt er sPb rsmrs Err my suds s M, I wa tdR.t wspots�p ste For par�rbsangl sOndstd And RaLUmmetpdad Otsdsseoo On Ustp Math %oDe Cmnecbd Wood Tnotes ' Allulllple ply trusses must be fastened together per engbtewhrg .before they are set; falime to do so can rssultln roof coliapge. Temporary and permanent bracing are required and can saw life and Properly and Is the reaponalbigty of the mass eesew. Study the contents of the Information paclaet Included on delivery before ISOta bu aei. TVA seemustbesetandbracF Perdaslp IDP antlrjtaygdiM4P6 Trusty tnust be set plumb and square Do notaet bunks or stack of plywood, rooting material or any Other cdhCanbvtW loads on trusses, this can cause conapse. DO NOT SET TRUSSES USING THIS LAYOUT ° ' USE LAYOUT DELIVERED WRH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierre; Florida wa2-um 800-551-5932 Fort Plane "24664012 Fax M41315P.P11 Vero Beach T724 "Y012 Stuart '772-235-=2 ' �Tprf+''Afchft—eif'§-or ATchifect's represebiaF've'. shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gra ity and uplift loads and their re a rve cations. AGproved By: �17 Dale 92.0/93.2 MITtK 4.2 Braden & Braden A.I.A. P.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 o0 _ Loading in PSF Roof R.D.L. 1!- I Top Chord Live 20 r rl moo^ I Top Chord Dead 7 4.2 w 2 Bottom Chord Live 10 Non -Concurrent o c — Bottom Chord Dead 10 3 .00 A TOTAL Load 37 7.2 2 " • p Duration Factor 1.25 c ® Wind Speed 165mph q Top Chord C.B. Sheeting by builder. w :E Bottom Chord C.B. Sheeting by builder. 0 Highest Mean Height 14'-0" NA Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W (n Q 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:Xie /c/y//j-- Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 �yys/