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HomeMy WebLinkAboutBuilding Plans1:2 - Finish Columns with 5/8" thick cut coral finished stucco bands 30 12" RECEIVED JAN 14 2020 ST, rude County, permitting Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 go. 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 0 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 u� thick light textured o O stucco o on typical concrete � .�. �. block construction --------------- 5/8" thick x II cut RIGHT ELEVATION coral finished stucco bands SCALE: 1/4" = 1'-0" 12 SLOPE]4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ge_ 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field_ Attach deck to trusses using attachment detail on this sheet 12 of 1 SLOff�,- 8'-I" T.O_B_ 12" 0'-0" = Finished Floor - - - - - - - - Finish Columns with 5/8" thick cut coral finished stucco bands ELE\/ATION NOTES: REAR - Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 for approval in writing prior to starting construction.II I 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - Return ALL Stucco Bands into Window or D oo r . 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 12 �{ SLOPE 4 SLOP "� 5/8" thick light textured stucco on typical concrete block construction -0" = Finished Floor ------------------ LEFT ELEVATION ■ 0 5/8" thick x 8"w cut _, coral finished stucco bands Product Approval Submittal Affidavit Opening schedule swing Doors, Overhead Doors, sliding Doors, Windows & skylights opening Type xoA/FL NUM M Product Model # Manufacturer Glass Attachment method TEST Date Design Pressure of Approved Tests 1,2.3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5/16" 1/4" dia. tapcons w/ min. 113/e' penetration to be spaced per product approva. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" mart width I6'buck -0" max height DAB l)"Sr L .�d""m g. s31 4 lti, L�� InN 2 no g (25"n siic . I sir rm ts..d Isg Kim is nag grin ket emiaainrg rat d IW. " ,wigs;.". - GC eo erxwg dhsre W predxt approve 10-9-21 + 50.0/-LO.0 psf B FL# 16614.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Elco 1/4" dia, tapcon with min 1.25' embedment at 3" max from corners and n.6" o.c. max thereafter in heed and jambs. ± 50.0 PSF C FLU 251.5 Sliding Glass g p Series 110 SGp PGT 1" nom Type GSA" Vol' lia. tapcons w/ min. 1 3/4' penetration to be apace par product approval. Contractor she adhere to min. 2 I/2' edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method EExpiTiation Date Design Pressure of Approved Tests Ml1l110II3 FLU 2L1.1 I" x 2 3/4" x .316' PGT Install per fastener tgpe and spacin s shown in Table IA and IB in product approval on sheet 5 of 2. + 58.0 PSF Roof FLU 11651.12 SY Crimp Metal Roofing g Gulf Coast Supply and manufacturing 24 ga. 5v crimp metal roofing attached to plywood deck using #11 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 9 ads laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced P o.c. at all laps and two staggered rows 12' o.c. m field. Attach eck to trusses using attachment detail an roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2' battens at L" ox. screwed to soffit framing using 08 x 3" wood screws at each truss. Install soffit to battens using 0 In" din x LV lam rind shank nails with 3/8' dw. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4' = 1'-0" LjL==Tjl \ 5/8" thick light textured stucco on typical concrete block construction ELEVATiON SCALE: 1/4' = 1'-0' Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet JJ� 12 I2" ®®®® H. 5/8" thick x 8"w cut coral finished stucco bands ®®IRS ® •. 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" O.G. base -board � 11 II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 5/8" thick light textured stucco on typical concrete block construction FRONT ELE\/ATiON Vxl" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts Braden It Braden ,41,4E FA Wynne Building Corp. Architects - Planners BFax S.E. CO Avenue T I I E_ s T E R L i I �l Teell (112) 281-81-8258 1�1 E-mail: : (112) 281-8283 bradenala comcast.net Spanish Lakes Stuart. FL 3499L #AACOOOOS2 St. Lucie County Florida 12 5/8" thick x 8"w cut coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0' 12" 5/8" thick x 8"w 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: bth Edition and ASCE 1-10 for Wind Loading Buldmg Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height: '- " Roof Pitch: 4:12 Ovgrra Internal Pressure Coefficient: ±Q,.18 Subjectabilitg to damage from: Weathering: Negligible Termites:Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: I0 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height. 1.21 x 0.4 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; O.LDL+O.6wL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20,6/-32.L pat Roof Zone: 2. +20.6/-51.0 pot Roof Zone: 3. +20A /-a4.0 pot Components t Cladding Wall End Zone Width: 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psP Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walla Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure-2 500 psi, Presumptive: X By Test: psf = Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: psP ROOF DEAD LOAD: 10 psP FLOOR LIVE LOAD: _15 pof FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 12 JACARANDA MODEL: Date Drawn Revisions 9 GARAGE Drawn LEFT Drawn by: C.C.U. Checked by: D.R.B. COPYSheet Comm # ww-oafEVED FOR I - CODE COMPLIANCE B CIE TY OF 5 BOCC .2471 6O FLOOR FLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel Brash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. q expansion bolts into slab (3/8t 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. 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, coot. tie beams etc.. to �, shall be 3,000 P.S.I. concrete and/or 4,000 F.B.I. grout mix o X3/TO2" 6. Drywall at ceilings shall be leveled and attached to bottom chord 9" of trusses with screws per FBC R102.3.5. 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. h" 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2,h„ 2„ handicap accessibility requirements. y51 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11_ All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x c° P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachman with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 960 C1002 C10471C1177 C1118 C1278 C1395 or C1396 and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options for Spacing of installation or drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" Iong /2 annular -ringed or Sd cooler naiOR 0.080" dia. x 1 5/8" long with Walls Either ib" 8 . 16 Direction 15/44" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44' head 0.098" diameter x 1 3/8" Ion g 11 annular -ringed or 6d cooler nail s R Walls Either 16" g" 16" 0.092" dia. x1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/44" head. N.T.S. AREA CALCULATIONS Living A/C = 1,414 sq. Front Porch = 153 sq. Rear Porch = 1% sq. Garage = 321 sq. ft. ft. ft. ft. Total Under Roof= 2,124 sq, ft. Total Cubic Ft = 11192 2' VTR J, -' I I I2," MASTER � 12 I BATH I LAV-I I LAV-I 2„ In WC-1 2" 2" LAUNDRY 3" 2" 2" ' 12' AAV 4L2' VTR 3„ BT-I 3„ s-I I 2, KTICHEN 2" 2„ LAY-1l 3" 2" 2" 3" we -I BATH #2 . 2„ PLUMBING 3„ ST-1 RISER 3 To septic Install SGD thru buck into u O 0 block with 3/14" 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 I" x 6" P.T. Buck nailed to I O block with case hardened nails Head prior to door attachment 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 aprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 460 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x I 1/2" nails ( 24' o.c.) supporting Max. 18101be. uplift Aluminum Drip Edge t Fascia /- 2" x 6" Sub -Fascia Kagcan full o vent vmgl soffit i ueng 1/8' dia shank x 1.5" long roofing nails with 3/e" dia. head product approval - we chart sF 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell-�� I Grade 12 4 PRE-atN24"o.c. TYPICAL EGINEERED TRUSSES (shop drawings by manufacturer) 917p. R-30 blown fiberglass I bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete -and (l) #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (l) #5 bar cant. For bottom row over openings x1 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 f_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 Type "M' only proportioned per FBC R601.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. apacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4' #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill e.r ., : I I- 114" TYi=ICAL SEC71ON j1r 14' x 14' Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" fixed door sliding door 11/2" Masonry Wall Bottom Track Typical Flooring sill Install SGD thru buck into block with 3/14" tap -con with S 11 d i n g Door Detail 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%e" 54Y8"x 63i4" Single Hung ZONE 4 2. 6'-2Ye"x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21Y2"x 38Y Single Hung ZONE 4 4. 4'-5%e"x 4'-2%e" 54Y8"x 54Ye' T 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 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-On X 6'-8" 41'/q"x 83'14"' Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-e" 14" x el %2" orf ac w°" Sliding Glass Door ZONE 4 D 2'-0' X V-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L I'-6" X C-8" 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 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction O EGRE55 MASTER BEDROOM u0c aoa-0 u `r F u a Jk 8'-0" A.F.F. U- Flat Ceiling b �r Dryer i wall \ A/C Meter O 10'-0" Opt. PATIO/SLAB 12" 10'-O" \ 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch Provide screen infdl below v I 8'-O" to 9' Vaulted deifing G R E ,4,I T ROOD I I Rod t'Shelf 011 Vanity to ye s I 34 Y2„hig 1 N I 2" x 6" knee -wall -01 to 9'-8" A.F.F. ° rr r O 1 ly below counter top Vaulted Ceiling CLo ETI DINING a• S:I - - Rod t - She 8" es ROOM ATH ��' � �� I Vanity be to 1 1 34 Y2"high ° 9Y4�� 13' High Wall m KITCHEN 3'-8" 1 O L IJ6 J 8'-O" A.F.F. war -hang - - OIV Flat Ceding 1 6,- PO 10'-5" 4'-I" Upper cabinets to lext nd over Rer. (V � .r. 1 R G.nine r°ysD. - R-II BeLL neueuon 4•eSteelBallardee detail on this s BetProvide auto 22• x 54" O 1 closer Attic Accesswith t]2 lightL_____160 AmpP nel GARAGE O -4" A.F.F. Flat Ceding O cv r----------------- i Block wall in e1 garage to be struck block i I I I I j 14'-6" j I I A I I I � "OI 3'-5" 9'-O" IS'-10" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall Buck to be I" x 4" PT �L U i F• O, EGRESS if G 10'-2" O E BATH #2 Rod t Shelf - o O 2f 8'-O" A.F.F. Flat Ceding SECOND ;0 BEDROOM O o O17 C Y E R 12' x 12' concrete column block filled ORC with con rate and (2) #1 ars vert. tied into lintels abo e 1' 2" \ 3'-5" v_I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT dock with case hardened nails ON ALL JAMB. HEADER, AND Detail a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior face of wall ---\ 12" O O I ro r- N n �n I Ln 5'-2" 6'-4" REVIEWED FOR CODE COMPLIANCE Attach buck to block wall with 1/4" dia. Elco cone screws witSil"I"n. LUCIECOUNTY 1 1/4" penetration at 12" o.c. max BOCC and 4" max from each corner thru 2' x 6" PT Buck ariea surmEmwmmg Detail at Door #8 Wood screws thru jamb into buck at each hinge and 15' o.c. max and prior to door attachment NTS 14'-O" 36'-O" 10'-O" 12° 10'-0" Z' 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 15 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. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE I-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FL/4N 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -I(., d A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. 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. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 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 AST11 A-16 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. U5 bar vert. w/ BO" overlap — at each filled cell 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade III _IIII III IIII III 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F-I / TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 10" (2) #5 bars cant. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1`07' 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16" below finished flogf-, Verifg house slab height in field 30"x30"xl6" concrete column footing with (4) 45 bars each way UMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES \ SCALE: 1/4" = I`-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with flbermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTION5 Adjust curb height based on gar. floor 4" concrete slab with flbermesh OR slope. Vx6" 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill � rv-n^ err d-, uraae -r _—_— _ r 11 IIII_ III I 1,Vw x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET UL SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double -s Cell Column NTS Braden Braden Oro �514' 411 S.E. Coconut Avenue ,, ! : : E-mail: bradenaiascomcast.net Oil IUIUI_�_�_�_�_u_�_�_i_i_IJIJ — ; O — — — — — — -- '— — — — — ° ° F ---- F7 I 8 a � ©�I I to t- I Rear Patio/Slab 1" 1 to be poured separate Q 1 1 IT-8" from the house slab. -p 81 a M Thicken footing to 24 m 1 18 24% x 14"d x 24"L r J n I under filled cells I under girder bearing.— _ 4 1 1 1 1 — 1 1 — — — — — 1 n 000 °° ° O OI Rear Fatio%Slab to be flush with bottom of 1 sliding door recess. FI Slope 1/2" I i I; I I I 11 I I 1� I FI i I D Vanity to be Id,34 Y2"high 4" concrete slab with flbermesh OR 611xd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I FI I i I 11 I I v lil I° I I I I 1 I 00 _ 1 off— — ----� #I I 4"Co Steel Ballard filled w/ Concrete 0 I F\—j F5 � I I I�pl o f a o� I IQ a y `" E- 1 � Q I O 3.c w _I f L w I F5 �o W I �- ° I '* O t o o 1 Fs I a OL—-----------' O ° 00 1.5" Recess for IE)IF.11 110111A w Garage Door I Iev Wgnng Building Corp. THE STERLIN Spanish Lakes St. Lucie County Florida 9'-0" 15'-10" 4.5" 3'-5� " 5'-4" 9 36'-O" 3ir I: F�41 tit 1 F r 12" x 12" concrete column block fille with concrete and (2) #1 bars vert. into lintels above N o � ro H.B. i 0 I Ln in -+. at REVIEWED F( CODE COMPLII ST. LUCIE COL BOCCI FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" MODEL: Date Drawn Revisions 12-3-19 GARAGE Drawn bg: LEFT C.C.U. 12 Checked bg: Jacaranda D.R.B. Sheet Comm # OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 K Area Edge Field Fastener Pressure Zone 1 4" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank lb psf Zone 3 4" 4" Sid ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112,5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Concrete 12"x Ito Lintel Column Block 'An7 Rebar Rebar 1.48 Bar Dla. Mm. Overlap Column to Lintel Attachment Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete BUB-OB/OT precast lintel set In mortar-., Min. 8" Bearing Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. -r .:lam^•'tiT'. T.�'�".4':J: �• •,T �+^.' T.: :Y• i., 4 Provide PT Buck attached per jamb f;t;il etads into filled cal 4" Pre -cast Sill fi Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie %filled cell steel into continuous / factor steel. CBS WALL Scale: 1/2" = 1'-0" NTS n SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockipp to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARINGS POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1,5" wood screws with self seating 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 (" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark Window or D Unit WidthSlze Lintel Cast -Grote Specification Row& oP "H" Block Above " " Bottom Steel Size Top Stesl Stu Max Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-L" SF8-OBAT 1 #5 300 ISL9 1024 1_31 T-0 2'-8' 3'-1. 4'-0" 8F8-OB/IT 1 #5 2561 1363 1L3 L45 4'-5" 5'-10" 811118-05/IT 1 85 1105 909 339 L50 S'-O" L'-L' 8F8-OBAT 1 #5 1238 835 '121 LLO 1.'-8" T-L" 8F8-OBAT 1 #5 1011 121 534 LBO 8'-0" 9'-4" SFB-I13/2T 1 #5 2 1 #5 152 591 512 L90 `l 10'-L" 8F8-I5/2T 1 #5 2 #5 L43 530 401 L90B 9'-0' 10'-L" SFIL-IB/2T ONE 1 85 2 #5 1533 1183 401 1_I00 10'-0" ll'-4" 8F8-IB/2'r 1 #5 2 95 582 494 452 LIOOB 10'-0' II'-4" 811MIL-IB/2T ONE 1 #5 2 #6 1366 1028 452 L120 IT-O" 13'-4' 8F8-IB/2T I #5 2 45 411 428 324 L120B IT-O" 13'-4' 8FI6-I13/2T ONE 1 #5 2 a6 1016 110 1 324 1_140 14'-0" 15'-4" 8FIL-I13/2T ONE 1 #5 2 #5 1250 609 269 LILO I6'-0' IT-4' aFB-I5/2T I 1 #5 1 2 #5 300 1 192 194 LILOB I4'-0" 11'-4" 811:I6-0/2T ONE I 1 #5 1 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION 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. 18101be. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub -Fast! Kaycan Pull o vent vingl soffit installed using 1/0' die shank x 15' long gals. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tiad__� into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer 14" below Finished floor ta !11110l'7Ni191 NMI 12 4 Aluminum Drip ' Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d ds at each web �\ 1/2' thick stucco an 3/0" 1a-nb lath attached to horizontal and vertical wood framing with nails er stapies to provide no less than 1-3/4' penetration into harizontal wood framing and 3/4' penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 95 bar vert. w/ 30" overlap at each filled cell Rear Patio/Stab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan "r `'I Strap truss to wall using Simpson MGT with Simpson I-IETA 20 Co crate Anchor. Per 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss Poured a block all concrete block well Ma ufacturora Specs into beam I/4"Max. trus8 le / truss log either wet alls into per detail set or in epoxy with truss. Add blocking ;o on this sheet ( 24" o.c.) supporting Max. ETA 20 1810 Ibspupliftg i Aluminum Panel Sizes per manufacturer we Tgpical Stud Deto 1/8. x 3/32. wing Nut w/ v appropriate washer and spacing b per manuracturer's Details LL u OL3 m 0 � 09Y c a min l P 6 a >z s" Stud Detail Poured Concrete or 1 NTa \\ concrete block wall \ 1 Stud w/ De Cant Zinc Nickel Plated Wing Nut Concrete Anchors Manufacturers Space Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) to a) .`� X w � r O0 rn N � �fa° n a LU a _- w UI U) U p 0 E C = O �10'q- Q w E41 Brace Gable and with 2' x 4" SYP #2 min. aft back nailed to bottom -- of top chords using (2) IOd nails at each truss "\R-30 blown Fiberglass in bottom chord of trusses I/2° drywall with smooth finish ro Two rows of beam block filled with concrete and (1) #5 bar cant. 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 IL" o.c. with R4.1 ?1-foil - insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. �o Mortar to be Type "M" onl4 proportioned Der FBC R601.1 and Mortar joints shall comply with FBC RX1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) J VA W MOME - FA W ME VAR111 EWAVA NUNN 11 III W E VAN VIA PAFWU , VIA rAdAr FA I I --ZIA Gulf Coast Supplu and MF,G Sv Crimp Metal roofina-F worl TM D cin over AS to I.,= rinu Shank nails VAR SLOPE with light Won low lummml H TA 20 O W W L L Q Q�� WEE W :ZVI UJ U-0 LU o in Z��► Z�� UJ Q� I W AC U7 IL 0 H W Fill cell with concrete and (typical). ROOF O j� gbar M . spacing shall exceed Base Base 48" unless otherwise ise 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 6"xV #10/10 BWM L Visqueen — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET on mil over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ;;r'rJy III1 I I I=11 I I=11 I I-1 I I ICI-I-1�=�1 111 I 1 11 I I 1=1 I I �- = I I I I I I I I„,. I I I-1111I I I I=III 14111 lil= 3 T�plcal Section at Front Ford Scale; 1/2" = 1'-0" ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCRTJ9j6ED FOR — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER CODE COMPLIANCE RXrl 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 1-2-19 PANEL "A" Poles BR I Load Wee Description clrc# clrc# Description Wee Load BR Poles 1 20 1.2 its #12 Rarrigarator I Range #6 12,0 kw 50 2 1 20 1-2 ko $12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen S.A.C. 5 6 Driler #10 3.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. -I a 1 20 #12 Bathroom Racepts 4 10 Air Cord W #10 5.0 kw 30 2 - 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl4w #10 5.O kw 30 2 1 15 - 614 General Lighting IS 16 I 15 #14 General Lighting 11 18 WH #10 5.0 kw 25 2 - 1 15 - #14 General Lighting 19 20 I 15 $14 General Lighting 21 22 GDO $12 0.81 KW 20 I 1 I5 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 27 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watte) .General .Lrt.) .ighimg..(3. watts..sq........................... Small. Appliance. Clrcpit(a),,,,,, ,,,,,,,,, ,,,,,,,,,,,,,,, Rangq....... ......... ......... ......... ............... .Refrigerator.................................................. Microwave Dish _Washer .................................................. Clothes Washer ................................................................. Clothes„Dryer................................................ Water Heater ................................................................. Garage. poor _Opener ....................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1500 1 500 1 1,200 1.200 1 1,200 1,200 1 5,000 5,000 1 4 500 4 500 1 810 810 Total Watts 35,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 25AI5 e40% 1 0 10,244 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Well Mounted Light Wa= ground fault circuit Int m Light With Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light (D Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack ,,cam c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 149 CFM IOXIOxb 149 CFm IOXIOxb 12xI2x10 B/A 9 Vent_thru ____ ` $H� SOfflt ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MC13 into attic MCB PANEL AHU PANEL AHIl 200a rated 200a rated meter can %1 meter can Intersystem bonding Interayatem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bar #6 a er ire GEC Bart upper Aire to �1) a'-( GalZmad to i2) 6'-rJ" Galvanved ground rode ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs_ NTS - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction Verify AIC/KIC Rating prior to ordering equipment - Verifg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: Meter 150 Amp Panel E 1 Opt. PATIO/SLAB Covered Porch MA 12xI2x10 1 B/A "-i 208 CFM C ter Registers a 1 Io ceiling fan 408 CFM �1 IOxIOx I � IOxlOxl r�71 y _....1171 1211 L------f-- Im i u W.H. Lu -�E�> --. -2-2.x54 Attic Access = i with light Q J L - - - - - GARAGE f----------------- I I I I I I I I I I I I I I I I I I I I I I I I q '%f 2 x2(�R7A1 I �ce7in� r T I I I I � I I 16rr i COVERED PORCH DINING ROOM 15 ATH 144 CFM IOXbxb SECOND `1 BEDROOM I I \ j 12xl2xe B/A MECH/4NIC/4L LAYOUT SCALE: I/4" = 1'-0 11 I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship Free of defects for a or not less than two from 20. All equipment and panel sizes shall be verified before The to 2. Provide and wire ell required smoke t Carbon period years ordering. contractor shall provide circuit routings Monoxide detectors_ the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21_ Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22• All racewags and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. e. 9. A/C Return Air Balance Must compI4 w/ FBC RMI602 A(C Refri r��t�8r� lines that are run thru slabs must be the requirements necessary for the equipment to be placed in proper working order. 23. All exposed wire below 9'-I" shall be installed In tal EMT P sleeved in YG 17. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Drger Vents to be installed per II. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed a tem shall be fully operative. Contractor for and telephone company. 12. shall pay all Tees, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided For protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. Exhaust Duct Thru Soffit H.B. Vent thru Sot 4" Exhaust ffi Duct Thru Wall w.p. G Install owleAortn under discnot shownClclarlty ELECT Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34994 UAAC000032 PLAN SCALE: 1/4" = I'-011 Post Light with Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wgrii Building Corp. THE STERLIN Spanish Lakes St. Lucie Countg Florida MODEL: Date Drawn Revisions 12-3-19 GARAGE Drawn bg: LEFT C.C.U. 12 Checked by: Jacaranda D.R.B. Photo cell I H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light 0 on v a sD au 0 ox p W 2, m REVIEWED FOR o� CODE COMPLIANCE „L ST. LUCIE COUNTY BOCC Sheet Comm # OF 5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. see ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. Carrying Girder For Truss to Truss TDome Connections see hanger/connectorbe as de tabs o schedule in engineeringe nails. package. Carried Truss Cn a a. ds " TRUSSES FOR THE FIRST' MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES !ARE BOLT FOR 7�AT MODEL I AL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH DO not stand On trusses until they are braced per BC`>I properly nailed tO straps hangers ---- 12 4.00 12 2.00 8 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT LO 12 4.00 F_ 8' upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL a INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" i ABOVE FINISHED FLOOR SPAGING N)TE ALL TRUSSES ARE TC BE SET AT 2'-0: ON CEh'ER EXCEPT AS NOTD AIF=R HAN1�::>1—IF=R fVOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT U O S THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN TH E HE 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. Ak ®I®IyMMIMIl�®�/�ry®�//I®/ IMI®p/�IIMIMI��� Ir/®I�■I®�/■�//I %//I7//Z�IaW,I%/// 00 0 ININAI /�17/9/// I///�17/�111051 ��i�/i//////I�//�i%/////. —1410 -- 0� 1 ,VIA ,10 PIOA NA�� 1101 _ NMI ,r IN is e•a 110A 11101 10a •� /I■■I■I■11■yll■I�11■I■IuI■I®I\ : //�r�//�I%///I%•�iE%///I!r%%•%!%/..•l,%///I%%•%I�//%.t�///�I%��/.I%%Il:%//�i%////%I%/�L;%//�i.! I I®I�I�I�I�I�II�I�II�I�I■01�11�1�1�1�1®I� i 15,_10„ T-4- I 3r-4„ 11'-6" GARAGE LEFT JL _ DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED S RETURNED The legal description of the property where the trusses will be Inatallad is: .The undarslgnetl acknowledges and agrees: 1: TNeaea will be Bads In anct accordance Which b the Sole suthoflty for determining success,'! Tabdcat on ,, Pthe troesans diagram layout, .3. lira eAil les"written n.'U sl .ice have been var Bed by the undenlgned. prevldee by certified mall to Chambers Truss within ten (10) days of dellry the undersigned agrees that no backohargee will be allowed. In the avant tube written nouoe Is !ameba$ Chamben Truce shall have three (31 bussjjnneas days in which to begin reps!, required, onto e erace e othettruasee, at Chamben optlisn.� I Delivery b r0 Job acknowledgestela buy reOnepona b Ity to melee t'h Jhe ob by Suitable r Portion of the ob aRe for Id live a sole authorfly to determine the suitability of the Job site of e Tha b r Is res ondble for $!dons dell he mbers7 esa will be responalbla for dump dellvary only. bscauee Job see la not prepared for $allynaes fl Chamben Trues has to redeliver Buyer le reaponalble tb Chamben Truec foto owin0ete due Po aiteracondldooa.ary of trusses. 8. Price as shown In paragraph 7 below le subject to change If any changes ere. made In Pe this layout. A $50 hour fee for revisions may be charged by Chamben Ttysa. - .7; This Is a PURCHASE ORDER to Chambers Truss of the sum agreed to or It no, agreement a reasonable pdce. Invoice wilt be made on delivery and paid within tart," of not on delivery. Invoice may be made at scheduled date Of delivery It buyer cannot accept' delivery of fabricated trusses. The undersigned agrees to pay Chamben, Truss reasonable ahomey'S fee for collectlbos In event of payment not timely made. 1-12 %per month aervJce ehaipe w11I be added for all sums not PaidWithinterns, 8. Signature or Inl$als anywhere on this sheet constitutes agreement to all terms herein. R. n consideration of Chambers Truss extending credit for this material the undenlgned uncond ralty gusranteea payment when due of any and all Indebtedness awed to Chamben Ttuea by SPY entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the recipient 10. In the event of any litigation conoeming this agreement, the Rams famished hereunder or payments referred to herein, the, parties agree that the sole venue for any each action will be Saint Uols County, Flodde. 11. Design responsibilities are per "National Standard And R9cbmmended Guidelines on Responsibilities For Constru4on Using Metal Plate Connected Wood Trusses ANSI/TPWVTCA 4.2002 DATED SIGNED ._.� 7AbarmaybsPor'8CS(1-V'toPreventk9ury&dama ly trusses must be fastened together per englneerlr ey are set, failure to do so can result In roof collapse and permanent bracing are required and can save I perty and Is the responsibility of the truss erector. 'Study the contents of the Information packet Included on deliv, before setting trusses. Thissas must be setand braced Pi design to PirmentInjury & damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other cobcontrated loads on trusses, this can cause collapse DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES To srT Trxl recce vra��tntstK� I -BUSS INC 3105 Oleander Avenue Fort Plerdej Florida 34982.6423 800-551 ti5932 Fort Pierce 772-05.2012 Fax 772-465-8711 Vero Beach 772-669-2012 Stuart ' 772-2863302 .sr_-. o"-• r`utusaetaetyllast r!(yM I The Architect"a or Architect' ahaP drawl, s repro e1�taHve's "double check approval is NO a Tke contra of fee contras o{•, Contractor ahalt remain reap nalble forchaaktru lion C surement and othor construction :approvaicover orlteNa. Arch�lect-s review of tr a toners! of shaPo' LO structure fro uas ravft lnB. and loarlln9 on m 9ravttY arid upNf� laaels and their res eallve lob do s. ' 92.0/93.2 MITEK 4.2 Date By; DESIGN CRITE en&araden A.r.A.PA. County SAINT LUCIE Building Department ST 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. 0, w Top Chord Live 20 R � •i, �I Top Chord Dead 7 4.2 y ° 0 Bottom Chord Live 10 Non -Concurrent ICI o I Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 w Duration Factor 1.25 m Wind Speed 165mph M �o I Top Chord C.B. Sheeting by builder. w N Bottom Chord C.B. Sheeting by builder. H Highest Mean Height 12'-0" ~� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms o ms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 LEI Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed 1 Date: I I, ,+t to Revi 18 � FOR �' IV i "T, A UCIE CC%UNTY T-4- �6-4' 15'-10" I �t WYNNE DEVELOPMEW CORP. �>1 DESCRIPTION. GARAGE_ RIGHT STERLING 00�• PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 �LS� /c�_ .J'Rcgraptell�_