Loading...
HomeMy WebLinkAboutBUILDING SITE PLANSGulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. Sv crimp metal roofing attached to pfgwood "deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (tgpe 2) 30 lb Felt underlagment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails aced L" o_c_ at all laps _and -two �staggered erows 12` o.c. in field. Attach .H. .H. 5/8" thick light textured O StUCCO On tgplGal concrete � �• � block construction 511 O' Finish Columns with 5/8" thick x 8"W cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" Is: 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D gmes Ib felt underlagment installed with min. 4 side laps and 4" end with corrosion resistant tin caps and with 1.25" ring shank nails at all laps and two staggered rows et o.c. r\raid. Attach using attachment detail on this sheet � . ,�/ II II II II II II ATf O Tt__ LT.- Y ix I `l O %�): Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4" 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 J/ V wgil Yi% . W. VV'UI .;l.u66v Vri 6Rpit.ot 6vriGGi-w6w finished stucco bands block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Ang changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 4 1 SLOPE SCALE: 1/4" = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to pfgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min_ 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet FILE. C , pY ST. LUCIE CO U uI ING bI Sii0N REVIEWED FOR REVIEWED DATE PLANS A> N I��T� BE KEPT ON JOB SITE OR TNO IHESE ANB ItWA&CIMA ARE SUBJECT TO ANY CORRECTIONS REQUIRED 9Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLYW TH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPCNSIBlUTYOFTNE CONTRACTOR OF RECORD. /8" thick X 8"W G NG FACTURHBUIBLEBP c �j AND SHOO COM oral finished stucco �tryeROYCON MusT REMAIN ON ALL DIM% AND WINDf1'N$ UNTIL INdp@Cf10Np A" AplsppVED 1/8" Thick cut coral stucco backed wire lath nailed to s one lager of 15 lb felt using to be 19/32" COX Plgwood in field and edges with IOd nails into truss webbing. AL 8'-I" T.O.B. 12" 12 H. r Fin.. 111 ■ 5/8 thick x 8 w cut 5/8" thick x 8"w cut 3 coral finished stucco bands 3 coral finished stucco bands ®® ® 5/8" thick light textured ®®® L=i stucco on typical concrete block construction = Finish d Floor�AGera a ed oor ------------- --------------------------------------------- -0'-4- A.F.F. 5/8" thick light textured stucco on tgpical concrete block construction LEFT ELEVATION FRONT ELEVATION SCALE: 1/4' = 1'-0' SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening aped NOA/FL ER Product Model Manufacturer Glass Attachment method Expiration Da Design Pressure of Approved Tests 1,2,3 E4 FLU 11499.2 Single Hung Series 185 Mi Windows and doors L i0. x ey cons am'ry. pen��twn at sit rom sac carrier and L a.C. t areLer thraugi Buck into sot filled CMu wall maintaining min 2S" edge distanceinstrict adherence to the product approval. ± 60 psf A 11-1108.30 Overhead Garage Door Model 824/811 9'-4' mine width IL'-O" max height DAB liesersm sir x o"•aH"t" c $. one at 6n ae. th i.1a' de..eeww .tk a � .� chg.. India track is b"ck na (n s/IL' x 15/e' he wised Ida sera- m .ash bracket wenterwp .m. ar is .da. dirmxw - ac w .erxU eemrs to proaxt app dial wit dadmir us railer simpta 10-9-21 + 50.0/-60.0 sf p B FLU I6414.1 Fiberglass Design Pro/ 5mooth Pro Jeld-Wen Elco 1/4' din. tapcon with min 1.25' embedment at 3" max from corners end n.5' o.c. max thereafter inttrrhead and banes. + 50.0 PSF C FL# 15332.2 Sliding Glass Door 5emes 420 Mi Windows and doors rom eee9i eexorrsrr end T 0.ca tr"mi�le row tReernee°afteraL{, aug�r max PT Buck into said ?died CMu well maintaining min 2.5" edge ehstanee in strict adherence to the roixt" approve (. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method E Siration ac Design Pressure of Approved Tests Mullions FLU 15353.8 CM-1853I vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" topcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown in product approval. + 118.9 PSF - Roof FLU IIL51.12 5V Cmmp Metal Roofin g Gulf Coast Supply and manufacturing 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' weds screws with self aiding washer at 12" o.c. max seating over ASTM D (tgpe 2) 30 Ib felt underiagment installed with min. 4 side tape and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails a aced L" o.c. at all laps and two staggored rows 12' o.c. in field. Attach deck to trusses using attachment data) on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12,99.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using US x 3" wood screws at each true$. Install aoFfit to battens using dia. head, +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" din. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS straw head combo. with Naoprane 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 ) 1/2" drgwall ceding on truss bottom cord 2" x 4" top plate 1/2" drywall on 2" x 4" studs at IL" o.c. base -board -, 11 11 .11,-2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L'xV #10/10 WWM on L and Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIAa PA Wgnne Building Corp_ Architects - Planners S.E. Coconut Avenue The Grand Carlton Tel el (112) 281-8258 Fax : (112) 281-8283fB Spanish Lakes E-mail:bradenaia9comcast.net 'Stuart. St. Lucie CountL Florida FL 34996 #AAC000032 over paper ubstrate through 8d nails. Substrate nailed at L" o.c. ring shank galvanized 5/8" thick x 8% cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT .DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor : II Wind Velocity: I45 mph ultimate Mean Roof Height: II'-O" Roof Pitch: Internal Pressure Co-e iicent: ±O-IS Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12G 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. +20.4/-32.L 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) all Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components f Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yea Continuous Load Path Provided? Yea Are Components an Cladding Detmla Provided? Yes Minimum Sal Bearing Pressure:2.500 par. Presumptive: X By Teat: pal ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: _A_5 psf FLOOR DElO AD LOAD: psf ® TO d@�P TCH $CANN St Lucie C 0 = Roof -Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE S = Corner Zones Roof Zone 3 JOB ADDRESS: \fC1�,oCo Date Drawn Revisions Sheet GARAGE 5-23-Is LEFT Drawn bg: C.C.U. Checked bg: D.R.B. OF 5 Comm # 12-2, FLOOR 'LAIN 4� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verify ALL notes and dimensions p rior to diameter ste rash high bg post. steel cost. Floor proceeding with Work. Flange with 4 - 3/8" a(3/ bolts into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. q slab (3/e"t 50 ksi steel plate) la 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. 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 o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "3/8" 2�J L. Drywall at ceilings shall be leveled and attached to bottom chord O 2g v of trusses with screws per FBC R102.3.5. 0 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 handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated .door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I1. All exposed attic insulation materials installed on attic floors shall have a critical radiant P.T. Buck mailed Masonry Beam I" x L" ded to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachman with F.B.C. R314 - see permit info box of code edition 18. G�( plum board material shall conform to ASTM C36, C19, C415, CS 4, C 3 3 C960, C1002, C1041,C1111, CII18, C1218, C1395, or C13% and shall be installed ' according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sivn options for g drywall into Spacing Maximum installation of wood framingg members Nails Screw6 2" x min. thickness Ceiling Perpendicular 24" T' 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail i /2 OR Walls Either I6" 8" 16" 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" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail R Walls Either IG " 8 IV " 0.092" dia 11/8" long with Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 1 �/8, with 19/44" head. Install SGD thru buck into O 0 block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces 'and attics shall have a flame spread index not to exceed 25 With an accompanying smoke developed index not to exceed 460 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31L. Gulf Coast Supplg 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 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 G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I 1/2" nails ( 24" o.c.) supppoorrting Max 4 . 1810lbs, uplRt Aluminum Drip -� Edge t Fascia 2" x G" Sub -Fascia Kalican Full o vent vingi soft installed using I/8' die shank x 1.5" long galv. rooting nails with 3/8' dia. head per product approval - see chart sheet u1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' overlap at each filled cell N ITYFICAL SEC PF2E-ENGINBi=RED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) R-30 blown Fiberglass in bottom chord of trusses I/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 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at I(V o.c. with R4.1 f`i-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Tgpe "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...} Fill cell with concrete and (1) 45 bar vert. (typical). ` Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR vX6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill III Itll Illll,llillll- I� _IIIj11111�, ,14"'x 14" Concrete footing with (2) #5 bars cp t. T i O 1� and #5 se transverbars at 4e Scale : 1/2" = 1'-0" N.T.5. 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. Total Cubic Ft = 11,568 2' VTR JIL I I 21' VTR Master Bath I I 1Lay. I 2KoLv2 slimKKitch.alsr..O. To Septic PLUMBiNGz RISER I' x 6" P.T. Buck nailed to O block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall -- el I I/2" cBottom :Track j Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D oor Detail I Penetration at 6" o.c. max. fromom h eaccorner and 20." o.c. max thereafter at Jambs per product approval JBmb At Masonry Wall NTS Window Schedule Mark Size Rou h Open, Window Description PRESSURE ZONE I. 4'-5%'x 5'-3 %8" 54ke"x 63%," single Hung ZONE 4 2. 6'-2%d'x 5'-3'/a' 15" x 0 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 385'e" Single Hung ZONE 4 4. 4'-5%"x 4'-2 %a' 54%a"x 54 V 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 bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T- Oa 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41 %f"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %z" of �: Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -51-Fold Finished 24" x 81 %2" E 2'-, X 6'-8" Solid Core - Wood - 4-Panel F 5'-0" X G'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - G-Panel= Bi-Fold K 2'-8" X C-en Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures' stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction �n I N Q EGRESS N 9'__4 " 12„ 01'TIaN,�I E37 L" 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above `Covered Porch ° MASTER` U s BEDROOM 8'-O" to,l 9'-B" A.F.F. oa m a .8'-O" A.F.F. Vaulte Ceiling =J) Flat Ceiling IAT o CAR ROM o N " R od 4helf 6'-O" H B I` "� Vanrtg to e w 3i y2:,hi9 a I N C L O E I$ Q ° J 0 2" x V knee -wall 8 O" to T-8" A.F.F. to below rr r i � co winter Vaulted Cei6n p9 DINING c gKE Rod t Shelf J 8„ 4s F\F I R O O M ° If C O< m I DWVanit- ATi-i \\ be yht h I 34 Yz 9 wall W �I Hh ig i<iTCHEh� 3I o Venl thro Dryer h wall O t- _ " T I A.F.F. Flat Ceiling O , O I 6'-0 10'-5" Upper ca inets to ext nd over Ref. [� 3'-01, cNv 2" filler e or. E I BATH 4'V-1 O dienre - �qqo�e�ii I ash 1Feot - Rod t Shelf " na9st+anCOY ® - E - - O A/C q e Steel Ballard I o #1 See detail T1bia-sheep 22" 548 F w� x p ie Provide auto Attic Access I I closer with light I b ° Meter O 0 o o N I in i L - - - - - _s 22" Q 3'-0" A.F.F. Coll Flat Ceding m w O Amp. a 4" 6'_O:: 11'-6" �a Panel e � 7o n rc m` SECONDCD GARAGE E RGEN Y BEDROOM EGRE55 O '-4" A.F.F_ E MT ° Flat Ceiling IF N _ 4• r----------------- i 1 Block wall in ggge to be strucarak block I I I I I 1 EY I I I EC Install windows thru buck into block with 3/I6" tap -con with I I/2" penetration at V 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 EGRESS O r%mll lO oaEO T p O CLAVVER D - 12" x 12" concrete olumn block filled ORC with con rate and (2) 1 bars vert_ tie p 6 2 / into li11,- hove \ 6 3'-4" 4'-2" DO- 9'-0 Attach buck to block wall with 1/4' dia. Elco cone screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck a wan --\ / \ m ��I"x4" P.T_ Buck nailed to INSTALL VULKEM BLOCK SEALANT 1��u8 Wood screws thru jamb into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden it Braden AIA, PA LI9 Corp. nne BUildin CDate Drawn Revisions : Sheet Comm # Architects Planners -3-21-18 5-23-18 Smoke detector revision S.E. Coconut Avenue The Grand Carlton GARAGE E Drawn 2 j • Teell ranLEFT B(112) 281-8258 C:C.U. . I 2'- Fax : (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaiaecomcast.net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34996 #AAC000032 IT 4 p 34'-O" STRUCTURAL NOTES: 14'-0" 1� 20'-0" - lo'-a° I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS: COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PATIO/SLAB CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN I a I � - PROPER ENGINEERING DATA FOR DESIGN, OCl I I 1100 — — — _r ° 00 00 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9 DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF — IF _y_ _i_� — — — — — — — — — 1 O o L=l ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 1 © I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" I Filled cell under 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 0 F1I girder above I SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40. MEETING ASTM A-16, tI 24'" to I 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 l0/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. I Rear Patio/Slab 0 r J to be poured separaI- F 1 -p WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I N from the house slab. I O M 1 (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. I — I MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken footing to - I 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS I FI undeunde xr filllee"dd cell 24"L 1 °- BEFORE FILL IS BROUGHT iN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing. ° ° ° Q O O ° O L — — — — , — — — — — — — — — — — — - 0 PASSING THE US STANDARD NO. 200 MESH SIEVE, PLACE FOOTING: 3" BEAMS: 1-1/2" 91 ^ FI STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND _ v I Rear Patio/Slab to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY �U� be flush with bottom of I ° PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR` DIAMETERS. m a-0 F vN I sliding door recess. I i- Slope 1/2"' u_ I F_ I 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 1-4. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI I t- DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I ;- ATTENTION OF THE ARCHITECT. 1S. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 I PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I �- 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. i FI FOUNDATION FL.4N I I 4" concrete slab with fiber esh OR o I. Any changes to plans must be submitted to the architect SCALE: 1/4"' = 1'-0" H.B.I for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all Termite Protection for New [] 6 "x6" #10/IO WWM on 6 mil V squeen over I clean compacted termite tr ated fill I notation and dimensions before starting construction. Construction. I 3. Soil conditions assumed to be 2500 psf. Should any other conditions be ° IFI encountered, the architect Shall be notified In Writing for reVlSlOn Soil treatment used for subterranean termite preventioninside the foundation perimeter shall be done after all I i C 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete.S. 48 Contractor to provide filled cell with concrete and 1 45 bar vent. at If soil area is disturbed after initial chemical soil treatmentF- o.c. max. Provide (1) filled cell on each side of openings Upp to 5'-11" Wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 4, It to `l'-II" including spaces boxed or framed. o I F= o and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws i fi II° Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. I L Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating FI I ° ° ° to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not a of cellulose O H.B. 1. Contractor to provide for Sall test prior to construction and provide containing materials and shall receive application of p p p termlclde between and q-_O- 1n annular space sleeve pipe. a copy of soil test to architect for review prior to construction I o 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and I L A-35 specifications. ALL Anchors to be A-301 steel. _LIJ_ 9. Provide a minimum of 3" concrete protection at footings and o A/C ° - :� _ W.H. I 1-1/2" concrete protection at beams for ALL reinforcing bars. r #i I 4 "40 Steel Ballard . I Pilled Concrete 0 ° IFS w/ Q Q'� #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR I at each filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over w o�v 'cQ v� 'a'-' aII I clean compacted termite treated fill I m e a v 1 I 1 4" concrete slab with fibermesh OR GRADE I �> ` I I I - vxv #10/10 WWM on 10 mil Visqueen over m `' I clean compacted termite treated fill " _ ;' ... —_ rEt! FI Grade i— 1 — —I 1 i I t!'A E I L-- III �1— SLAB EDGE DETAIL i o uo o I 14"w x 14"d concrete monolithicPORCH footing with (2) #5 bars cont. - SCALE 1/2 - 1'-0" - a = 1 FI 1 I c o� F51 �-------J ° 14" #5 bar vert. w/ 5 i u = °1° W -r-r-T-T-T T 1 TYPICAL FOOTING DETAIL 30" overlap filled ° i t i -LLI SCALE 1/2" = 1'-0'?at each cell SEE TYPICAL I x I o I 4" concrete slab with fibermesh OR Adjust curb height EC71ONS Filled Cell Masonry Column With One 'a 14'-6" iL ° 6 x6 1*10/10 WWM on 10 mil Visqueen over based on gar. floor sloe 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam L"xG" #10/10 WWM on 10 mil Visqueen over Canc. FIII To Be 3000 PSI I FS I r— — � clean compacted termite treated fill p fill �— for l F l #5 bar cont. #5 bar in curb clean compacted termite treated See Floor Plan For Location ❑ --Recess rag e oor ----� — — — ° — — — — — — — — — ° , F.F. 0 0 ° ° ° ° " ° 00 Step per • foundation pan Grade O - - 01, 31 12" x 12" concrete column block filled r ,: `;. , ,::: > ,'.. .•; : , . :' , P. - - •...., ...-.' - r , °°E° — ,! — II ' Single Filled Cell Column #1 bars it con ret en 2) t ti w h c e d( into lintels above _ = I, 1O„ (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic NTS footing with (2) 95 bars cont. la 14" DETAIL AT GARAGE bTEF'L)VWIN SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished fl; uuw�wi Elm Verify house slab height in field IICI111�IIIIC 3011x30"xl6" concrete T__�column footing with (4) 45 bars each way COLUMN FOOTING DETAIL CALE 1/2" = 1'-O" �F S GARAGE CURB DETAIL SCAT 2" x 6" PT mood 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 N-rCJ. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Mlle0 Cell rla5onr4 Column uJiTh Vne #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIJAI, Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast. net PA Wynne Building Corp. The Grand Carlton Spanish Lakes L., St. Lucie County Florida A A " FOOTING SCHEDULE Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS kSize 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 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB 0 O'-O" GARAGE LEFT Date Drawn 3-21-18 Drawn by: C.C.U. Checked bg: D.R.B. Revisions : I Sheet 5-23-18 Smoke detector revision 3. OF 5 Comm # 12-2� Provide #5 bar& with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for it. ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2_ Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on Pressure for roof stated in permit info box on t�ese pans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" "6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank lb psf Zane 3 4" 4" 8d ring shank 84 psf ** Zone 3a G" 6" 98 wood screw 112.5 psf ** Use nails or screws based on pressure for roQof stated in permit info box on these plans for zone 3 Verify with Plan Column to Lintel 12"x 12" lumn Block �#1 Rebar Provide Cast -Crete ' BUS-OB/OT precast lintel set in mortar—_ Min. 8" Bearing .. —;Y.'.Yf.• .!�'. •':J: u+'�F: ' •.T'..t-•� � rip—: �y , 'i.l,�; ��t.,•;,PLs1'siF k�:0`"�:•,l. r�`,41..�jryv.' N Provide PT Buck r. -j ..-I attached per ,lamb k,:,I tails into filled cell 4" Pre -cast ( Sill t;1 - -Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cei Tie /Tilled cell steel into continuous tooter steel. , t Concrete Footing TJ (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING iN Scale: I/r' = r—o° CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockipp to vert. leg of truss with IOd x 1.5 nails at 4" oc. y- Install Simpson MGT into wall using 5/e" cha. threaded rod set min. 12' \ into wet beam and (22) IOd nails into truss Overlap11TRUSS BLOCKING DETAIL `` AT GIRDER STRAPPING AttaChm&nt AT CENTER BEARING POiNT NTS 1/8" thick light textured stucco .installed per ASTM C 924 over ASTM D type 2 paper backed BE M S C H E D U E wire lath nailed to substrate through one toyer of ASTM D Type 2 felt paper using Sid nails. Substrate 19/32' J"%� S to be CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal 5v roofing FL #11451.12 Two rows of beam block filled with concrete and 1 #5 bar 26 ga. crimp metal roofing attached to plywood deck using #9 x 1.5" $I continuous In each row. Hook Vert, bar over top bar with wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6 end #5 90a bend bar with a 10" min. la at to bar. P P 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 bPrecast Lintel #5 ars Lintel Bar Clear "A" "B" Length Length Span Bars Bars CLEAR 2'-10„ 2,_8n. '-6" 2,43 none i Sir'.;•' r i r i r '•' ' i r i i i r -4" 2'-2" 2,#3 none BFB-OSAT 8F8-IB/IT BF8-I5/2T r Additional 4'-0" 3'-10" 2'-8" 2,1*3 none #5 bars cis ,.,; `r::!; 4'-6" 4'-4" 3'-2" 2.43 none :`'•%': no Row of "H" 5'-4" 5'-2" 4'-0" 2.43 none :^'•` ; Bloek Above Precast Lintel ` y:;= 2,44 more ,i r ,= l :. b'-4" 5'-4" 2,#4 none Additional y bars #5 i r.----J k _ai l b" 1'-0" b'-2" 2,#5 none BFIi-IB/IT eFIG-IB/2T NOTES: 8'-4" 1'-10" T-O" 2.45 none I. min. coverage of steel=1.5" 2. min. bearing required 9 ea. end=8" ALL reinforcing steel Is grade 60. 3. standard ror reinf. steel=ASTM A(.15 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark Win ow orocif Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom steel Sim Top steel Siu Max Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" 3'-6' BFB-OBAT I #5 3069 1564 1024 L31 T-0 2'-8' 3'-1. 4'-O' 8F8-OBAT I ttS 256I 1363 10 L45 4'-5' W-10' BPS-OB/IT 1 #5 1105 909 339 L50 5'-0" G'-6" BF8-08/rr 1 #5 1238 835 121 LGO 6'-8" T-6" 8F8-OB/IT 1 #5 1011 121 534 LBO 8'-0' T-4' 8F8-IB/2T 1 #5 2 #5 162 Sell 512 L90 T-O' 10'-6" BFB-I15/2T 1 #5 2 #5 643 530 401 L90B 9'-0' 10'-6" BFI6-I8/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" 8F8-I8/2T I 1 #5 2 1 #5 1 582 494 _ 452 LIOOB 10'-O' II'-4' BPIhIB/2T ONE 1 #5 2 #5 1366 1028 1 452 L120 12'-0' IV-4' BPB-I13/2T 1 #5 2 #5 411 426 324 L12015 IT-O' 13'-4' SPIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' Ill BFIL-IB/ZT ONE 1 #5 2 #5 1250, Log 254 LIGO Iii IT-4" BP8-IB/2T 1 #5 2 #5 300 192 194 L160B I6'-0' IT-4" BFIL-85/2T ONE 1 #5 2 #5 950 goo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 P51 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24' o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" 5ub-Fasci Kaycan full a vent vmgl soffit installed using 1/8 dia shank x 15" long gale. rowing nails with 3/8' dia. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) 91 bare vert. tiej__ " into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor I� 4 nto Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web on 3/8' hi -rib lath ntal and vertical woad m staples to provide 4" penetration into min g and 3/4" penetration Pramma membere 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 'r III! '111111111��11111��I11111dill '.; � IIIIIIIII�IIIIIII�IIIIIII�IIIiIII'll Tubica Strays truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia. threaded rod with min 12 embedment hurricane anGllOf at each truss into beam (22) IOd trues leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet ,r ( 24 O.C.) H TA 2_ 1810 supporting Max. lbs. uplift Poured Ca concrete b Poured Concret, concrete block u Wood Concrete Manufacture Flush chore Per Specs lax. Aluminum Panel Saes per manuracturer — see Topical Stud Detal l/s" x 3/32" wing Nut uV approprmta washer and spacing `e par manufacturer's Details a 091' Y a a T� f I Stud Detail Stud o/ Die Cast Zinc NTs Nickel Plated wing Nut 1/4' Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP U2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERFED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) e) m t_ x o r OW rn �434� F- 4w ° ci n� a X� s ui w p O EZ_ °D O CT) w 2 EU Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom - of top chords using (2) IOd nails at each truss i O V� c (`✓I R-30 blown fiberglass Q in bottom chord of trusses O m I/2" drywall with smooth finish to q X Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute u precast lintel filled with concrete and (1) 95 10bar Cont. for bottom row over openings N 1/2" drgwall over i" x furringg strips at 14" O.C. with R4.1 f l-foil insulation on typical 8' -Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. co Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with,concrete a and (I) #5 bar Vert. (typical). ROOF 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 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 6"x6" #10/10 WWM on f 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 11 jjT=jjj' I ARCHITECT FOR' APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. O W =1II =1ILI Ii11- 14" P I Section at Front Forc LN am oil 0401 werN 110 FEW End. MA I WAOMwe PAPA VANAA CAI NO MAP 17, 6 VAA Eli VE W-, 0 .2 1MIUM IBM mom Mimi HETA 20 FLAN ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION OPTIONAL PANEL "All Poles BR Load Wire Description dire# are# Description Wire Load SR Poles 2 40 1.0 Its #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #L 12.0 kw 80 2 � 8 I 120 1 1.8 kw #12 1 PWVP 9 10 Dr er #10 5.0 Its I 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 I 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 812 Kitchen S.A.C. m 18 Recepts #12 - 20 1 1 20 IS kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepta #12 -' 20 1 1 20 1.4 kw $12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 212 General Lighting 29 30 Recepts #12 -' 20 1 1 20 #12 General Lighting 31 32 Recepts #12 .20 1 - 1 20 312 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 812 Smoke Detectors 31 3a General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I - s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sg ftJ .Small.Appliance, Cmcuitfs) .Range......................................................... Refrigerator .................................. .............. Microwave Dish Washer .. ............................. ....... ......................................... ... ... ... ... ...... ... ... .Clothes..Washer........ .Clothes„Dryer... , ..... , .. .................................... .Water. Heater Water. Pump .................................................. .Garage. Door. Opener ........................................ 1135 3 5.205 2 1,500 3000 I 12,000 12-1-0-0-0 1 1.200 1,200 1 1,500 1,500 1 1.200 I200 1 1,200 1,200 1 5.000 5 000 1 4,500 4500 I 1.800 1.800 1 810 810 Total Watts 311415 First 10000 Watts e100% 1 10.000 10 000 Remainder 21,415 040% 1 O 10,946 Electric Heat or A/C 10,000 945% 1 10,000 10.000 Calculated Load Watts 30.966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed e Push Button Switch Exhaust Fan Duplex Outlet Ceding Mounted Light _® 1 Special Receptacle 0- Wall Mounted Light =49 Waterproof ground fault circuit nterrupterLight with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack on 1 Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceding fan © Television Jack 0 Telephone Jack A Disc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up ❑I Intercom 163 CFM IOx1OxL MASTER BEDROOM 163 CFM IOxIOX4 i 12x12x9 B/A ----- - - - - - - •I` 1 ° I2x12x9 B/A CLOSE /f CFM 8x4x4 _ Vgn1_1hr-tL---- Soffit HATH PATIO./SLAB I GREAT ROOM Cents 19 Cie �on ce �xlOx 1 I ----J 12'i io• �, L------f Registers g fan IL9 CFM IOxIox1 DINiNG ROOM H.B. 8xx4 Cie 1 r I FM - - B -- Vent thrU o Lce7i�, H o�`fit -- --p (� - a0 soi T I A/C I 22" x 54" Ex I Attic Access 1 with light J = 232 CFM '------ I Q , 12x6x1 150 Amp Meter Panel SECOND AXIC" \ GARAGE � BEDROOM i 1 \ 12x12xB �y B/A r----------------- i I I I I I I I COVERED I I PORCH I I = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: � � � � � � � � � � � � O Y SCALE: 1/4" = 1'-0" 1. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every 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 proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 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 RMIL02 A/C Refr1 erant lines that are run thru must be 19. The electrical system shall be completely and effectively slabs sleeved in F V C g q y rounded as required b the latest edition of the N.E.C. II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and blower 21. All equipment and panel sizes shall be verified before inspections including testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. IL. 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 or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 A/C disc. 150 *2/0 Aluminum feed AMP I h" Conduit -�! PANEL 2" PVC ( FPL 2" rigid service LPL Bare5 #Lcoot. cpper wire to #aprebor in slab ,x ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden ! Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net MASTER BEDROOM i �1 Exhaust Duct Thru Soffit OPTIONAL PATIO/SLAB ,'Covered Pora*-, 1 1 \ t \ 1 � 1 �S I11TTVI I arbon CARAT etector R q O 1'i°i I I I �I II II 11 II I I DINING //l�'� I I ROOM - -.&T\ / I_ ,ryiG,FC Gro GFCI / \ i V M \� I 4" Exhaust Duct Thru Wall wP GP Install owleAr(n under disc.not shownO clarrty A/C Meter 1� WP GFCI -, ELECTRf CAL FLAN Total Attic Space =212-4 sq. ft. Venting Ratio 1/150 14.16 sq, ft. required Provide A Continuous Vented Soffit Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida N P BEDROOM WP \ \ � COVERal! � I -I , F}O C H SCALE: 1/4" _1'-011 Post Light with / o a Photo cell I N L'-3" 0 i N Date Drawn Revisions : 3-21-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. I!A-4 Exhaust Duct -'Thru Soffit aWre For Front Post Light Sheet E- OF 5 Comm # 12-2� s ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span o degrees Sprea er Bar �or less 4 1/2 Line span op Truss must be set this way if crone used. Truss is an example. your truss may y not match. isist crone operator sets truss this way. hag 4_Approx 2/3 tom Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is on 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 ll are installed. AL AIF2 HAN111[�:>I EIS tIVOTIll UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES 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 pac6ge. Carrying Girder ----- Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS M In INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 I— upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F— $ 12 2.00 8 "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 SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT The Architoct's or Architect's rep`resentative•s shop drawing approval is NOT a "double check•"'of the contractor. The contractor shall remaifY responsible for checking fie1a measurements and other construction criteria. Architect's approval covers,gerteral roof shape, review of truss'a' structure from 'a v Ppmg, and loading on Y and uplift loads and their re pe tive location , Approve Date: --— Braden SBradenP.A. FABRICATION AGREEMWal ENT' desO d a tN e s tl '13 taut ba a RL7uRwEc r e iweled I,:. mm gW ,ae Nab the - whfdrbgroidsatMpll[ylordela„ry,daga g ftrkaeM.16lxmentdlag,a,alayQy� �ebry`butlnvabow V dby tidgietitgeea drys a aerhery theSuch well nolike, Iadeelph,adag„MIRFORkled �D�7Vn»e tv, ten to Illisp�e d9latret' a4. The. onto u" o Tnee �., tYw (3)eptlSn.•ae dap in whemblem im $' DeOttirY db'd°1. ft b d'the real ?tom to ml � byTsl B WrC',A, PIRRIM Of gw)ob site T� has Ihs sob awtla111V ty dete,p�l,a go b oft euprWs for thojobliieRl '. rThe buyer Is mPor4N* d°kwy p°raml°" 'wdxnTma ° b raPon1Piilb a t"oto TM for row bum M int Pis kr dspvey aRedeem p nsebw S. Pike es drown h Pa lor4ph 7 WW is "bledbb0ftto due to else ndkk W mR & h PUer hour fee ��hlaiRM to a mmy be tlwlged t, OMW Kelly eAML 1e.suws Rj d�veryaIt Invoke �0llbvoioe will be erode dddvwy end paid ki or f deMaY Of tebrlated tr'l�iaesae, T1111 e d scheduled dab"bf deYvaY Vbuyewr�la� of eharls)'a fee for oonactbna In The mnat lb�ede. t 1/Zbent.Trva requIoneW daigewil bs added la deharorrotpatdwPodn per mandr 9 M rztrlde atlon Of ( an oft �d eprsement told terrrn harebl Ch,a ( entity and twist e,y ndfor by0 owe tndudfitg •tW!rrora tal � ' 1 In the rd is meladdl a such or 70' In the evert of ary MbOtiaf oorwandng the by ft 11,11MIRRhed hereunder be S Lode Couro. kdda. Padbe °g110 venue wW such action wig 11. Del rsaPommi4Ja are W-Nagonsl Shaded And lt+aslcrlrorhdedOulderrroe fah F4 a Ueing Ltetd Flats Caneaet wood Tnales 1ATED ' IIIiNEp v .^� - INottl -T! w"r� ar7+>rbPreverttrjtaytidlarragg� PI.a ply are sas must be beforetheare feedened together per onglnearing set; failure to do so can rebultin roof colla;l Temporary and Permanent braclnill are required and can am IHe and PrOPorty and Is the roeponslb"Hy of the fuse teractor. 'Study the conterlta of the IMormatlon Ped* Included on degvery before setting trusses, ?F[eseemuetbeseEarrlbraced porbprwmtk & dimgm Tie Must be Plumb and square Do riot set bunita or stack of Plywood, tooting material or arty ..I 'other edhe'antrated loads on trtsaes, this can r�� collapses DO NOT SET TRUssEs USING THIS LAYOUT 'USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC A x .. �. SII 3105 Oleander Atienue Fort Plerde; Florida 30824423 800-5514i932 Fort Plerce 772.4111115-M12 Fax Vero Beach 772468"2012 Stuart 711 '7Ya-28t1:i302 ' -. uas. ow• t`uaaa®roQ•IEhl lfi¢1" nu 92.0/93.2 NITEK 4.2 - DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRSfC-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. >>. _ E Top Chord Live 20 o Top Chord Dead 7 4.2 cBottom Chord Live 10 Non -Concurrent ci .. Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 m Duration Factor 1.20- R o Wind Speed 165mph o t'a Top Chord C.B. Sheeting by builder. m Bottom Chord C.B. Sheeting by builder. w F� Highest Mean Height 14'-0" v lill Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Q 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERK shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 differmit trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:OZ21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INrW. S EACH PAGE -7 S ell,33 M 11323