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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal, roofing FL 39II451.12 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 V end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails >�acad C" o_c_ at all laps -and -two �stapared4rows 12" o.c. in field. Attach 12" 12" .H. 5/8"thick light textured o on typical concrete stucco block construction --------------- 0'-O" Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATiON 5/8" thick x Ww cut / coral finished stucco bands SCALE: 1/4" as 1'-0" Finished Floor ELEVATION MOTES: Gulf Coast 5upply 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 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 vi W 611161� twin, i„v1 as 5t UGCo on Lypicai concrete finished stucco bands block construction REAR ELEVATiON SCALE: 1/4" = 1'-0" /8" thick x 8"w cut oral finished stucco bands 16W 676s - Overhangs at 1''-0" unless otherwise noted on Roof Plan ST. EVIEWI D OR TY COMPILDI DIVISION - Roof Itch at 4:12 unless otherwise noted REVIEWED FOR COMPLIA E (HESIz PLANS AND AL(. PF►r`'D WCJl;ii ` I� p Gulf Coast Supply and MPG Sv Crimp Metal roofmm FL #11651.12 REVIE sin B _ - ^ 26 on. 5v crimp metal roofing nttached to plywood �eck using #9 x 1.5" DATE_ _= __ ARE 3Ut lad T TO A% ( Go irl€i)T10M Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 ,Any changes to this plan shall be submitted to the architect wood screws with self sealing washer at 12" o.c. max s acing over ASTM D 24 o. 5v trim metal roofing attached to plywood deck using #9 x 1.5 (type 2) 30 Ib felt underlayment metalled with min. 4p side laps and 6 end PLANS'v,^'rRMi ,nU F.'KEPTONJOB REOUF.(XM I r:CT0FlS71L1 g P 9 Py 9 wood screws with self seating washer at 12 o.c. max spacing over ASTM D far approval in writing to starting construction. laps fastened with corrosion resistant tin caps and SITE OR NO INSF ECTl v(S) WILL BE MADE F- a (t a 2) 30 Ib felt underla ment installed with min. 4 side la s and 6" end P P with 1.25 ring shank Wads WA. h ;i•ta&xF'N IN OFID R TO lays fastened with corrosion 9 resistant tin caps and with 1.25" rein shank nails /� Window II spaced L o_c. at all laps and two staggered rows 12" o.c. in field. Attach COM."61 ariTi l r LL APPUCARLE CODES, ?aced L" o.c. at all laps and two staggered• rows 12" o.c. m field. Attach Return ALL Stucco Bands Into W I n d ow or D oor, , deck to trusses using attachment detail on this sheet deck to trusses using attachment detail on this sheet CONCEALED FARiENE7.' OR ATTACHMENTS 1/8" Thick cut coral stucco over paper ARETt�EHFaF(v}+alplLilYOFiHF backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate CONTRACTOR OF RECORD to be I9/32" C Plywood mailed at L o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPE OL 81_„ - tj 2" B'-I" T.O.B. P tl °' ■ ® ® 5/8" thick x 8"w cut �.,. H• 5/8" thick x 8"w cut ® ® T��1 kIiA4Udu+ 3 coral finished stucco bands coral finished stucco bands ®®� ® a I� thick dx 8"w cut I f t bands core finished stucco an s 5/8" thick light textured stucco on typical concrete ®®® block construction O'-O" =Finished Floor ----------------------- a Finisbad Floor -------------------------------------- -O'-4" A.F.F. 5/8" thick Irght textured Finis5/8'h Columns stucco on typical concrete finished stucco bands LEFT ELEVATION �4 T i O� block construction _ FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" as 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, landows & 3lcylighis Opening ,ape NOA/FL NUMBER Product Model # Manufacturer Glace Attachment method E Bastion' �� Design Pressure o! Approved Teats 1,2r3 E4 FLU 11499.2 Single Hun g g Series 185 MI Windows and doors L x apeons u� mlr�. pRn111i" n at map roe sec carnet and L" omen t area ter thraug PPTT ick Into soya Wiled Cwell intairing min 2.5' edge dutenu m strict adherence to the product a royal.not + 60 of P A I1-1108.30 Overhead Garage Door Model 824/811 I -O max. width IL'-O" max height DAB ID us se"vm. yyrr/Yqrp a.s „ iaws'r H"k tc swv..nahe. ate sic. N I. s' dr eerli.ra rtt .xu. T old duasruu. Irmtaw track to buck m) sni i sic rill w.ae Ise screw m each hradet mmnt.0 am. d 1 e� detance- 4C to anctla ad ore to product mWevai 10-9-21 ,+, 50.0/-60.0 oaf B FLU 16L14.1 Fiberglass 9 Design Pro/ smooth Pro Jeld-Wen Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max from corners and n.5' o.c. max. thereafter in head and jambs. + 50.0 PSF - C FL# 15332.2 Slidin Glass g Door Series 420 Min Windows and doors roan77 see corner d 'fpoaas a aria anon ro max PT Buck into solid filled CMUw all�"mmntannq�man 1t.5e" edgegdistance in strict adherence to the product a royal. + 46.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Exc7tion Design Pressure of Approved Teats Mullions FLU I5353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) I/4" x 2 3/4' tapcons with min 1 1/4' embedment Penetration into each Mull Clip. Attach mull to clap using (4) #10 x 1.25' self tapping screws per clap as shown in product approval. + 118.9 PSF _ Roof FLU 11651.12 5V Crimp Metal Roof In g Gulf Coast Supply and manufacturing 2L pen 5v crimp metal rooting attached to plgmood deck using #9 x 1.5' wood screws with self seeing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side lope and 6" and laps fastened with corrosion reactant tin cape and with 1.25" ring shank naile s aced L" oc. at all laps and two staggered rows 12' o.c. in field. Attach neck to trusses using attachment detal on roof plan - 108.5 PSF Siding Stucco on Block FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing usmg #8 x S. wood screws at each truss. Install soffit to battens using 0,12' dia. x 1.6' Iona rfnd shank nails with 3/8* da- head. +55.0/-35.0 PSFSoffit 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 screw head combo, with Neoprene washer at 12 1/2" o.c. along the bottom and 13" c.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board ----\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM an 6 mil Visgueen over clean compacted termite treated fill nterlor Non -Bearing n 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 Budding Code Residential: Gth Edition and ASCE 1-10 for Wind Loading Bwlding Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient: t 0_Ie Subjectablity to damage from: Weathering: Negligible Termitea: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.G = 0.12G Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 OL+LL; DL+0.6WL; OAOL+O.0I_ Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-324 pat Roof Zone: 2. +201./-51.0 pat Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38,1 psf Wall Zone: S. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Wells Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X B9 Test: pal This Building Shall Have the Following: APPROVED SHUTTERSt X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD:.$L pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 45 bat FLOOR DEAD LOAD: 10 eaf JOB = Roof Zone I 0 Walla Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE zz Corner Zones • Roof Zone 3 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 36" high bg 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL 05HA Requirements. q ex ansion bolts into slab (3/8"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber Stress. `"so 4. No dissimilar metals to touch. 2h" 2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 0 h" %2' ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 2%" L. Drywall at ceilings shall be leveled and attached to bottom chord 9" v of trusses with screws per FBC R-102.3.5, 0 0 2/2 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions." 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. Ertl 17111 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. �6" �,' 12. Lowest finished floor to be set by Governing Building Department 6" 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 WH. = 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 3 RI02.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6r P.T. Buck nailed to Masonry Beam flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation x block with case hardened nails materials exposed on the underside of the roof deck Or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C4�15, C514, C630, C931 C9b0, C1002, C1041,C11-71, C11-18, C1218, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Dr wall g Thickness Location Orientation Framing Member Max. spacing P g of fasteners Nail sizing op bons for Installation of dr wall into Spacing Mawmum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or Sod cooler nail Y2 Walls Either Ili" 8" IL" 0.080" dia. x 1 5/8" long with Direction 15/L4" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/44" head O 0.098" diameter x 13/8" long annular -ringed or 6d cooler naiOR Wells Either 16" 8" 16" 0.092" dia. xx 1 1/8" long with Direction 114" head OR Gypsum board nad 0.0915' dia. x I '1/8" with 19/L4" head. Install SGD thru buck into block with 3/I4" 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/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. me thereafter at sill per product app 19. ALL ceramic the surfaces installed shall conform t0 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 C11I8 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 8-4. Insulation shall comply with F.B.C. R316. Gulf Coast Supply 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 (type 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 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 w (1(10) IOd x 11/2" ( 24" o.c.) supporting nails Max 4 PRE-ENGINEERED TRUSSES 24"o.c. TYPICAL 18101ba, uplift at (shop drawings bg manufacturer) Aluminum Drip 'may \R-30 blown fibergiaas Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute Kagcan full o vent vinyl soffit installed precast Iintal filled with concrete and (1) #5 bar cont. Por bottom row over openings using1/8" die shank x 15" long galv. rooing nails with 3/8" dia. head per product approval - one chart sheet #1 1/2" dr wall over I" x furring strips a� 16" o.c. with R4.1 FI-foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be Installed per FBC R102.3.1 stucco on typical concrete block i � and shall meet all pertaining ASTM codes. Mortar to be Type"Motonly proportioned per FBC R601.1 construction and Mortar Jonts shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar Vert. (tgpical). 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 Vx6" #10/10 WWM on G mil Visqueen over clean compacted termite treated fill Grade 'i ll„;i1 111llljli III II111 1 111�- \ 14" x 14" !Concrete footing t with (2) 05 bars cons. and #5 T Y P i C ,A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Head fixed door sliding door 7 1 1/2" 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 JAL I I I 21' VTR JjL Master r/�,', Bath I I IL v. I I 2" Lev. I I 4" 1 2" VTR JIL 3=. I I allow. I Kit. Sink I Kitchen 2" I I I Lay, 3' W.C. Bath #2 Shur. 3" C.O. To Septic PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track __-�Tgpical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with Sliding Door D tall I Froomm penetration at max. each corner and 20.."" o.c, max thereafter at Jambs per product approvaljamh At Masonry Wall NTS - Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5%'x 5'-3%" 54%s"x 63i4" Single Hung ZONE 4 2. V-2Ye" x 5'-3'/6" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21/2"x 38%" Single Hung ZONE 4 4. 4'-5%a"x 4'-2'/9" 54ke"x 54Ya" I 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 91-0" X 10-01, 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" 'X G'-an 41 i4"x 83�i" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" Fr ; ;M`°" 11 Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - G-Panel F 5'-0" X G'-e" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %4° Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 7-0 X 6'-8" Solid Core -Wood - L-Panel - BrFold K 1 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Extlerior doors to withstand pressures stated in permit Info box on s}�eet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL O N 14'-O" 9'-6" 12" 8'-6" 12" IN -LUDEM"IS)"Itihimns OPTIONAL O PATIO/SLAB E EGRESS E ° 4° 12'-8" N ° MASTER �= BEDROOM ma 8'-0" A.F.F. Flat Ceding O L9 0 6 A/C Meter a 12" x 12" Concrete column / block filled with concrete and (2) #'1 bars vert. tied Into lintels above Covered Porch v I 8'-O" to, T-8" A.F.F. Yaulte Ceding GR AT ROOM I Rod t"Shelf 6' 4" Vanity to 4 Y2"hig @ w I I N I W $ 2" x 6" knee -wall 8'-O" to T-e" A.F.F. W below counter top Vaulted Ceiling VL I DINING e" h�'�DW I ROOM \ ` -i-\��� A T H , �� Vanity to be 34 Y2"high XV Higfi Wall a, KITCHE V-8' I, q O - - 1-1/2" - - aD 2v O N H - Flat Ceding Upper cabinets to ext nd over R4. I" O� Ira �R-a s.e aeasuan� 4"eSteel detail BallardSee op tb,L- I 22" 54 a1 IProvide x auto Attic Accep I closer I uth light----O T122" AmpP nel install windows thru buck into block with 5114" tap -con with 1 1/2" penetration at 6" o.c. max. from each cornar and 20," o.c. max thereafter at amba and 20" o.c. max. Exterior face at head and sit♦ per product approval of wall / \ Buck to be I" x 4" PT GARAGE -4" A.F.F. Flat Ceiling --------- I Block wall in 1 1' garage to be I struck block I I I I I I I ® I � I Y 3, 0', f -i 8'-1„ i E BATH Rod t Shelf 8'-0" A.F.F. Flat Ceiling SECOND BEDROOM w in i 0 I � v I L U X\ o, ❑ EGRESS O O O C V E R D IT, x 12" concrete olumn block filled ORC to h con rete and (2) 1 bars vert_ tie O 6' 2" into lintels bove in I 9'-O" 15'-10" 5 , 4" WITHSTANTHE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I �_I"x4" P_T. Buck Waded to INSTALL VULKEM BLOCK SEALANT III dock with case hardened nails ON ALL JAMB, HEADER. AND All rough! opening dimensions to be verified by contractor Detail at Windows prior to window attachment SILL LOCK PRIOR TO BUCK Uetail at UOOr with manufacturer s specs prior to construction NTS 3'-4" Exterior face 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 2" x 6" PT Buck Braden t Braden AIA, FA wLinne Building Corp. Date Drawn Revisions Architects - Planners S.E. Coconut Avenue The Grand Carlton GARAGE LEFT 3-21-18 Drawn by: Tel el : (772) 287-8258 c.c.u. Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaia comcast.net Checked by: D.R.£3. Stuart- FL 3499L UAAC000032 crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet 2, OF 5 Comm # 12-2� STRUCTURAL NOTES- I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 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. 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 (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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1, GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION f'LAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #i EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. IL 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING; STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. 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. Sail conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6, Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-14 and A-35 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/ 3O" overlap - at each filled cell 4" concrete slab with fibermesh OR L"XL" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill it _IIII III IIII_ 14% x 14"d concrete monolithic footing with (2) 95 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1`0" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per , foundation plan (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN 12' x 12" concrete column block filled with concrete and (2) #0 bars vert. tied into lintels above Top of footer IL" below Finished floor Verify house slab height in field 1114 IN - AN MN FOOTING DETAIL SCALE 3010x30"xl6" concrete column footing with (4) 45 bars each way Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE SCALE: 114" = 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of teirmicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR L"xV #10/10 WWM on IO and Visqueen over clean compacted termite treated fill lr) 811 i N % PORCH SLAB EDGE DETAIL SCALE I/2" = 1'-0" #5 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. 3*5 bar in curb \ SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Vx4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" ® F.F. i •.:" �— —� I III - i ii l 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" ( GARAGE CURB DETAIL SCALE ''I/2" = I'- 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 IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location OJtir,r ••h Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AAA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net St_1iArt FL 'A499G 3taannnnn�� m U 0 i n ,a •, a J'(tl�gs)�sTiPi7a�T3�1".""`.i� • • �r r r ----- I FI I F z a —Filled I FI I O l call gder girder above 24" I m i Q I _J to Rear Patio/Slab be poured separate from the house r p -p F4 I 0 - slab. C o m I Thicken footing to 24"w x 14"d x 24'L I k I I FI under filled cell I O a under girder bearing. _ ° ° 7 I -- I Rear Patio/Slab to be flush with bottom of 1 sliding door recess. Slope 1/2' I I I I 32'-8" — — — — — — — — — —1 u FI I I° I I t- I I~ I r- I II° FI I° I concrete slab with fiber esh OR 6"x6" 1110/10 WWM on 6 mil V squeen over clean compacted termite treated fill I I I FI I 0 �I I I FI ■ I 0 I� a #I I 410 Steel Ballard F filled w/ Concrete ® F5 � I I COI I L Q I ENv I I I `= E t2 11 r I E ° 3 W ° C ° _II o o °3E 1° �O� v W I v O I I" I I F- I I `- FI t- _ 14- O I (:7) I lm L— F5 Recess for — — — — J 8 8 to rl l ,n Garage Door nn ° ---- °°--------- 3'-51, 1 9'-0" WLinne Building Corp. The Grand Carlton Spanish Lakes St. Lucie Countg Florida 3'-5" `Q II'-6" � 6' 12" x 12" concrete column block filled with concrete and (2) #-11 bars vert, ti into lintels above as W FOOTINGS SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 0 14"111 With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn Revisions Sheet 3-21-18 Comm # GARAGE Drawn bg: LEFT C.C"u. 3. 12 - 2 � Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2_ Minimum Screw Sze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws band on pressure for roof stated in permit info box on t�ese plans for zone 3 Ke Area Edge Field Fastener Max. Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or s4rows based on ressure for r of stated in permit Info box 3 on these pl�ns for zone Verify with Plan Column to Lintel "x 12" nn Block a�1 Rebar Attachment Provide #5 bars with min. 48 bar dameters overlap into beam. Tie filled call steel into continuous beam block steel. h Provide Cast -Crete SUB-OB/OT precast lintel set In mortar-. Min. 8' Bearing Provide 45 bar art in pre -cast lintel into beam where length of the opening calls for it. -iY ''yi>�. �'?'•.. emu: �•'`�( ,-T�+.� T:'Y •rt '1 Provide PT Buck ;x r! attached per ,Iamb details into Pilled cal '' I 1.-`•:'1 4" Pre -cast Sill 1 Poured Filled Call Provide #S bars with min. 48 bar diameters overlap in filled cell. Tie ��fPdlad call steel into continuous / Pooter steel. Concrete Footing _',' j:,' :' + :''•' 'L - (aee fatter schedule ror exact sizes) DETAIL AT WINDOW OPENING IN Scale: 1/2" = 1' CBS WALL-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" bloekipp to vert. leg of truss with IOd x 1.5 Haile et 4" oc. r Install Simpson MGT into wall using r! 5/8' dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss NTS n 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 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field �^�`\ and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self seahng washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck toL trusses using attachment detail on this sheet \ Additional Precast Lintel l r CLEAR #5 barsr,L Lintel Length Bar Length Clear Span "A" Bars Bars T-10" 2'-8" I'-L" 2,43 none 3'-L" 3' -4"" 2'-2" 2,tt3 none 8F8-OBAT 8F8-IBAT SPS-I5/2T Additional 4'-O" 3'-10" 2'-8" 2,93 none #5 bars CLEAR�. •�•.� .,f.,'►; 4'-4" 4'-4" 3'-2" 2,45 none ='•(• f; not Row of "H" 5 -4 5 -2" 4 -O 2,93 none Block Above t: 5'-10" 5'-8" 4'-4" 2,44 none Precast Lintel Additional}'`p'b'. i L'-L" L'-4" S'-4" 2,94 none 95 bars y____� 1' L" 7'-0" 4'-2" 2,95 none eFli-IB/IT BFIL-IB/2T 8' 4" 1'-10" l'-O" 2,#5 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steel-1.6" 2. inn. bearing required a ea. and=8" 3. standard for remf, steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark UJIMAOW or Liam Unit Lintel size Cast -Crete Specification Rowe of "H" Block Above « « Bottom steel Srtl Top Steil Size Max. Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-L' 8F8-OB/IT 1 #5 30111.9 I61119 1024 1_31 2'-V 2'-8" 3'-1' 4'-0" BP8-OB/IT 1 #6 256I 1363 10 L45 4'-5' 5'-10' BF8-OBAT I 1 #5 1105 909 339 L50 6'-O" L'-v 8F8-08/IT 1 #6 1238 835 121 LLo 6,-8" 1'-v 8F8-OBAT 1 #5 1011 121 534 Lao 8'-O" 9'-4' 8F8-e115/2T 1 #6 2 #5 162 591 612 L90 9'-0' 10'-L" 8128-I15/2T 1 #5 2 #5 443 530 401 L90B 9'-0' 10'-L" BFIL-IB/2T I ONE 1 85 2 #5 1 1533 1163 401 LI00 10'-O" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0' W-4" SPIL-I5/2T ONE 1 #5 2 #5 1344 1028 452 LI20 IT-O' 13'-4' 8P8-I8/2T 1 #5 2 #5 411 428 324 L1205 12'-0' 13'-4" Slel B/2T ONE 1 #5 2 #5 1015 1 110 324 L140 14'-O' 16'-4" BFIL-IB/2T ONE 1 #6 2 #5 1250 1 404 259 L160 IC -Om IT-4" 8F8-I13/2'r 1 #5 2 #5 300 1 192 194 LI605 IL' -Om IT-4' 1 819I4-I8/2T ONE I 1 #6 2 #5 I 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal 12 hurneane anchor at each truss with 110) IOd x 1 1/2" node ( 24' o.c.) supporting Max. lobs. uplift Aluminum Drip Edge E Fascia Flash and Counter f lash Nail ledger to gable and trues with ils at eacchh web web Aluminum Drip % Edge t Fascia 1/2" thic stucco an 3/8' hi -rib lath attached to horizontal and vertical wood 12" rral mg with nails or staples to provide 2" X L° Sub—Fa8cl no low than 1-3/4' penetration into horizontal good framing and 3/4, penetration into varbeal wood framing members Kell full o vent vmgi soffit installed using 1/8" dial shank x 1.5' long gale. roaring Haile with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) 91 bars vert. tN into lintels above thicken edge to 8"x8" With concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 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. Pound control Poured Conc concrete blot Concret Manufacl Section dummum Panel Hass per manuracturer Sae TWoical Stud Detail V8' • 3/32' Wing Nut w/ appropriate washer and spacing Der manufacturer's Details Stud Detail Stud w/ Our Cast Zinc NTe Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) lOd nails at each true* PRE-ENGINEEfi�D WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) O W to = a, x fa X: r to O rn ty � F_Woa .-r 4s a DL _� N el V o tE t_ W Et Brace Gable and with 2" x 4" SYP #2 min. eft back nailed to bottom — of top chords using (2) IOd nails at each truss r a �R-30 blown fiberglass in bottom chord of trusses m -1/2" drywall with smooth finish �o a Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute U precast lintel filled with concrete and (1) #5 M bar cont. for bottom row over openings ai N 1/2" drywall over I" x furringg ?,-foil strips at 14" o.c. with R4.1 -Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned �pper FBC R40'I.1 and Mortar ,Joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar Vert. (typical). O O 'Max. spacing shall not exceed Strap truss to wall using Simpson MGT with Simpson HETA 20 6/e dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxg with nails into truss. Add blocking to ( 24" o.c.) supporting Max. truss leg per detail on this sheet HETA 2O 1810 lbs. uplift ENmill i=1w�=lPAPA si� \0010co 11 MOVE WA41 EN MEN —M! WE WAN AVA- �"W" N Fit- 10m PAN in FLAN HETA 20 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 flbermeah OR ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET Vx6" #10/10 WWM on L 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 .i II 1 FI at Front Forch Scale : 1/2" = LID" Braden t Braden AIAr PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast. net 0 W ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION W nne Budding Corp. Date Drawn ; Revisions : Sheet 3-21-18 GARAGE Drawn bg: The Grand Carlton LEFT Spanish Lakes Checked bg: St, Lucie County Florida D.R.B. OF 5 Comm it 12-2� PTION PANEL "A" Poles BR Load Wire Description cite# cite# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal, water HTR 5 L Range #6 12.0 kw 50 2 l 8 1 20 1.8 kw #12 Pump 9 10 Driier #10 5.0 kw 1 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A_C. n 18 Receipts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 ` 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 1 Recepts 1:12 ` 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Receipts #12 ` 20 1 1 20 IA kw 812 25 26 Recepts #12 ` 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 *12 General Lighting 29 30 Recepts #12 ` 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 1 Exterior GFCI #12 ` 20 1 I 20 #12 General Lighting 35 36LGIoneral Bathroom GPI #@ 20 I I 20 $12 Smoke Detectors 31 38 Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40ral Lighting #12 -- 20 1 s are 41 42e PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting. (3 watts_ sq..fU............. ,Sm;!I.Appliance, Circwt(s), ,,,,,,,,,,,,,,,,,, ,,,,,,,,,, .Range......................................................... Refrigerator ..... Microwave Dish. Wpaher Clothep_.lUaaher.............................................. Clothes..Dryer................................................ .Water, Heater ........... .. ..... .. .. ............ .. Water, Pump ................................................... Garage. Dgor.Opener........................................ 1135 3 5,205 2 1,500 3000 1 12,000 12-10-0-0 1 1200 1200 1 1,600 1.500 1 1,200 1200 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 9100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10,966 Electric Heat or A/C 10,000 OL5% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required 150 Amps Electricdl S mbol L� end $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed P9 Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O-• Wall Mounted Light aterterrpr ground fault circuit Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ml Carbon Monoxide Detector 4& Flood Light TQ Thermostat ® Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack 0 Telephone Jack q pSC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑t Intercom Soffit AiC Meter Meter 163 CFM IOxIOx6 MASTER BEDROOM 163 CFM IOxIOx6 I5ZI ° 12x12x9 B/A JCLOSE +�, �(FEr CFM \\ 8x4,,x4 _ 150 Amp Panel B/i PATIO/SLAB I GREAT ROOOM ICF_M Centi IOxIOx 1 °n ca 12n L - - - - -- - W.H. r -24� x 54* 1 Attic Access with light L - - - - - Registers g Pan IL9 CFM IOxlOx7 DINING ROOM u 1 iR7A1 FM - 1 �Ce7t� A T H - so►ao T I I I> I I i1c" Q 1 \I I 132 2YAx FM I Lc__I- -� SECOND 3 I I BEDROOM I j 112xl2x8 "N B/A ®= JUNCTION BOX TO SUPPORT A FAN � � � � � � � � � � O O = THERMOSTAT LOCATION UT B/A = BALANCED AIR SCALE: I/4" = I'-O" Electric Notes: 1. Use copper wire only, no aluminum. I1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. G. ALL bath and kitchen receptacles to be GFI protected. 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. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectivelyy 10. sleeved inrlPVC Imes that are run thru slabs must be grounded as required bg the latest edition of the N.S.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters'' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fulig operative. 13. Contractor shall pay for all fees, permits, testin, and 21. All equipment and panel sizes shall be verified before re . inspections including blower testing wheregwre3, 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 propertg 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 or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 COVERED PORCH A/C disc. AM >«2/O Aluminum Peed I is' Conduit PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Bare #L rappe wire to #5 coot. ra6ar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru Braden it Braden AIA, IZA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL 34996 UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install O under disc,isc. u) not shown or clarity Q A/C Meter 0 MASTER BEDROOM •�i CLOSE IN CLI InFn DWE PERMIT. PATIO/SLAB Covered Porc�-, 101 WP GFCI \ \ \ I \ I -- I u I Smoke / Carbon G R A T Monoxide Detector RG OM Combo I S I I I I I I �I I 0 II I =8 !I I II I II _ I I DINING -`� GFC1 I I in FC•� I I ROOM /i KITCHEN I L - �$Do1g L Cgrf;o - - Monoxide Detector /24" I 3'-2" V-2" Combo HIMES F _ \ I/ �FM GF GFci 50 CFM F N 4FCI I / / T IIIIr1 \ J 12" GFCI . W.H. r x 54' � I Attittia Acesu ILII Nth light I \ L J \ 11 150 Am}� Optional Panel 1 panel location \ Pull chain light to attic Y 42" GFCI GARAGE Garage Door Opener r---------- --- -1 I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN /Mu IF /W, Mr O Cente \ \ �� \`\SECOl�IIS� ® B\EDR00M TV \ T: A„ \\. S / i\ PB / WP 10,COVERa[:' n SCALE: 1/4" = 1'-C" Attic Ventln CalCulatlOnS FBC 2309.1 Total Attic Space = 2124 Sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit U1W one Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida Post Light with /^ Photo cell I Date Drawn Revisions 3-21-18 GARAGE Drawn bg: LEFT C.C.U. Checked by: D.R.B. L H.B. Exhaust Duct -Thru Soffit a Wire For Front Post Light Sheet OF 5 Comm 12-2� ®-LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-& 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.JI F-9 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less A 00 degrees or less _1/2� ' Trig Line �spcn approx. REFER TO BCSI Truss must be set this way if crane used. Truss is m e.ampi¢, your truss may not ,.WK. nsist crone operator sets truss this way. 30' to 60' Span A Spreader Bar ♦ra4— 1/2 2/3 to Ling e 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 Ai Fa 1 1 iii"Ill IER NOTE- 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 Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F_ a upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEI JHT 8'-1" TYPICAL END DETAIL 12 4.00 F— W Lo -- 12 2.00 — upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A 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 representative's 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 9r wily and uplift loads and their rr. Pe "ti c foca an . approved FABRICATION AGREEMENT' The ftpiWmLywtwotatus . In"adIm • eo Isdnslprod ad owlftvm end swabs: t.- Trosen will be table In *M aerntdwm wM rls true OmnOnt dbpen Yyalt. 41111 the sole wjftft for dalarmi felooedllabtkNondr»metes. 2. M dmalsbta in we byaat hm boat waasd by Ow undersvold. ,& urkalm nrenbn nabs Is provlded by catgNdand to Charrhats Tnee MNn Osn pcl di a delvay Ow a daspned aoeee rta n o bedim wgee WR be mIWM .b ra evert is Chedadmbere DW dham dmw 0 dep In wNoh to be* repi required, or sulaft a Waetrww, at Charlene is to iIt 15 the rWyDt*F*Wm1t wtsnwyile I*@Poel"ft a pel,a,y k b lob elb n N Bs. bu 04ftaporsbay b calla ea lob sib sullabb to ddweny. i7ierribera Trw he ra sob wradym debnrinre ra eutibeprdealsb aft der porron ame hb ab br ddvay. 0rmihen Trove wa be rwparge lydlsap dalway nab'. The buoy b respectable for addlloral delway OPINION r Chimini ere Thrs hem to tedirer brirwne job afte b tin prepaed for deNmy «bull r to rat ptepatsd for "my of musm puref is reepoebb to Chernbera Thai for mwwla® ease due b sib oaidllora: e. prbe me miawn In paaVsph 7 below le subJed to dares NNW dwVw ao.nnads ei NfteiA$50per h0Wfee for rawWons may be Charged by Chanbers Tries. ' 7; jbim-le a PURDIii ORDER b Marnberau a Train to am moved to or r ': ipr;ii a ralearmi price. trwoleo well be made on delivery Wild tabd wlr+l tars d bn' ddMa ry. hwdspayi made d sdre4led dab"lit dalway r Isryaf ewrat ddli of febelomted ewes. The tadadPad norm to pay Chambers.TM1as raawom aUotrreys M for colealoris h swat a PMwat not fmadY mods. t•12 %pa iti0nlh eeJwlo! . dwre wil be added fad ewe not pddwelb brnrs. ' . atigroemae«Wrals stywMre and Wwd coretlhle apaaraAb dlama herein. -in oaaldnatlat d tlranhere True whir dne ago for thB andabl to u daYVrd • wioardlaWY V+nntee Pays when due ofmn11 and allmdseb&ma owed b Clriti m Thu by.my Left reeeFh p irlewW and to urdadpad aeae b pay eWr ydsetedrasa bdudar atprne" tees, IN doll,# In pgffwt to mawW be ,lads by the .10. in oar swat of an wmmnill e,b iew a 4m line blare .deMd bwnmder «paymMte refarad b Mreb. tba pare sow 21 sgb wean br cry ach agar w0 be ►bob Cowl. Film 11. Owlpp tep«aeeles an bar-Naron al Sbrdard And Rennwwded Orlddrrn On Ruporiabere For CaYOmclbn Uslne MaW Palle Contreried WwdThloee ANSrfPrWTlDA4-2007" ` 0ATEP -� FOR �rrt c ..Aspm@dWbwmrybewg"pw'1mC94 rfopmmt�juY& III, - = >M quVe Ply trusM must be fastened together per ert9111"Wiln9 before Uwy are set &RUN to do ter Carl remelt 111 F0d COUP:e• Temporary and permansrlt bracing are required and can save We snd property and b the raspon.Ibatty of the trtws orelltor. Study the oonbm% of the Irdornwtlort Packet btelotisd on deatrory before eWffi19 buss** 7Kom mudbeastardbraeedpmrdn%ptopwmtkW&dslrpe. Trun" must be set plumb and slPnre Do riotset bunt or stack of plywood, 110011111111111 mdwW oP fury etlwFcilfiftnum, toaft on trews, theh cam caw. coax DO- NOT SET TRUSSES USING THIS LAYOUT -USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC M 05 oleander Avenue Fort Plerc* Florida 3082.1 800-551-5932 Fortplerce 772-4 5-i Fax 772-166�T++ . err..... Aami - 772.9994012 - stulut Trr2s2 � r r ' 92.0/93.2 MnTX 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. >°. _ Top Chord Live 20 Top Chord Dead 7 42 s e ( Bottom Chord Live 10 Non -Concurrent e n .2 Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 u Y 1 Duration Factor 1.25 A c Wind Speed 165mph _a Top Chord C.B. Sheeting by builder. a Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14!4r U Building Type ENCLOSED Building Category Willi Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Q Verify DESIGN CRITERIA 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 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04124/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 --7 5 /3 ° �4s�3 leg 1 i a -