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Home My WebLink AboutBUILDING SITE PLANGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 /6(2 0 33� 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" ST. LUCIE COUNTY BUI ING DIV SIO Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D REVIEWED FOR COMP PPy p g " (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6 end REVIEWED BY�� 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5 laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails DATE wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach PLANS qN (type 2) 30 lb felt underlayment Installed with min. 4 side laps and 6" and deck to trusses using attachment detail on this sheet D I t E KEP T O N JGB laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails SITE OR NO INSPECTIONS) WILL BE MADE 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 THESE PLANS AND ALL PROPOSEI ALL MANUFACTURES LAil SHOWING ARE SUBJECT TO ANY CO RECTIC UFACTORS AND 8HGCCOMPLIANCE REQUIRED 9YFIELD INSPECTORS 12 12 WITH FBC ENERGY CODE MUST MAY BE NECESSARY IN ORDER TO REMAIN ON ALL DOORS AND WINDOWS COMPLY WITH ALL APPLICABLE CC SLOPE 4 4 SLOP UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENTS 8'-I" T.O.B. ARE THERESPONSIBILITYOFTHE 1 11�_� CONTRACTOR OF RECORD, 12" 12° I2° 12Ell I 5/8" thick light textured stucco on typical concrete ® ® O 5/8" thick x 8% cut ` block construction coral finished stucco bands o" - O'- - Finished Floor Finish Columns with 5/8" thick x 8% cut Finish Columns with 5/8" thick light textured 5/8" thick cut coral RIGHT � L. � Y A T I O >� coral finished stucco bands 5/8" thick cut coral stucco on typical concrete finished stucco bands finished stucco bands block construction SCALE: I/4" = 1'-O" REAR ELEVATION i— EY A T I O I `t NOTES: SCALE: I/4" = I'-O" — Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof Itch at -4:12 unless otherwise noted 1� Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 — An changes to this plan Shall be submitted to the architect wood ge. re crimp metal roofing attached to plywood deck using over x IS" gp 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 for approval in writing prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 III p-� spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" — Return ALL Stucco Bands into Window or Door. . deck to trusses using attachment detail on this sheet 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 L" O.G. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" CDX Plywood nailed at 6" ol in field and edges with IOd ring shank galvanized 12 - nails into truss webbing. 12 SLOPE :..:..... 4 SLOPE a' -I" T.O.B. 12" Ir' T.O.B. H. 12" 2„ ° ■ 5/8" thick x 8% cut ■.; H 5/8" thick x 8"w cut ®®®® ❑ Elcoral finished stucco bands 3 coral finished stucco bands ®®� ® O 3 5/8" thick x 8"w cut ELI. coral finished stucco bands 5/8" thick light textured stucco on typical concrete Jill ara a Finis block construction ed loot pic :4 — — — — — — — — — — — — — — — - 5/8" thick ligfit textured \ 5/8" thick cut coral " Finished Floor -------------------------------------------- -- stucco on typical concrete Finish Columns with LEFT � L � V ,� T I O � block construction finished stucco bands FRONT ELE\/ATION SCALE: 1/4" = P-O" SCALE: I/4" = I'-O" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord I/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 VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Nan -Bearing Partition nts Braden t Braden AIA, FA WLInne Building Corp. Architects - Planners ,411 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 Fax : (112) 281-8283 g anish Lakes E-mail: bradenaiaecomcast.net 5 Lucie County Florida Stuart. FL S4994 UAAC000032 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING: CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING; INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: 11 Wind Velocity: 145 mph ultimate Mean Roof Height: W-O" Roof Pitch: 4:12 PYiFZ.WM Internal Pressure oC el`ficient: ±0.18 Subjectability to damage from. Weathering: Negligible Termites: Veru Hal Width of Roof End Zone: '-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: 0.6DL+01111L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20,6/-32.6 psf SCANNED Roof Zone: 2. +20.4/-51.0 pal BY Roof Zone: 3. +20.6/-84.0 psF St. Lucie County Components 4 Cladding Wall End Zone Width: 3'-4" Components 4 Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 pi Walls Zone 4 Components 4 Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? ® = Roof Zone 2 YYea Walls Zone 5 Are Components an Cladding Deter Provided? Yea END ZONE Minimum Soil Bearing Pressure:2,500 pa, Presumptive: X By Test: pa = Corner Zones SEE PRODUCT APPROVAL F R IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf PLOOR LIVE LOAD: J5 pat FLOOR DEAD LOAD: 10 of JOB ADDRESS: C, �, CDb\Q`�� lc MODEL: Date Drawn Revisions 5-24-18 REAR Drawn by: PORCH LEFT c.c.U. Checked by: D.%_B. Sheet I Comm # OF 5 FLOOR PLAN IHl CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor to verrf ALL notes and dimensions prior to steel high by 4" diameter y p steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. iaba(3/8"tolts 501nto Ike[ 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. 2j" 2�j" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. b" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix e" L. Drywall at ceilings shall be leveled and attached to bottom chord 4'l" of trusses with screws per FBC R102.3.5. o 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2h" 2ih" handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than -450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gy�(psum board material shall conform to ASTM C36, C19, C4_15, C514, C630, C931 8:40, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C139L and shall be installed according to the following: (FBC R-102.3.5) Dr wall y Thickness Location Orientation Framing Member Max spacing sp s of Fasteners Nall sizing options for installation of dr$well into Spacing Mawmum wood framingmeiAoers Nails Screws 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" long annular -ringed or Sd cooler nod /2 Walls Either IL" g" IL" 0.080" dia. x 15/8" long with Direction 15/64" head OR Ggpsum board nail 0.080 dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga I S/8 ploong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail OR Walls Either IL" 8" IL" 0.092" dia. xx 1 9/8" long with Direction 1/4" head OR Gypaum board nail 0.0915" dia. x 1 l/B" with 19/L4" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" 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 L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIli8 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 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L a. 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 s aced 4' o.c. at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" ( 24" o.c. Sup orting nails Max. .} �- PRE-ENGINEERED TRUSSES 24"o.c. TYPICAL Ie101bs uplift at �\ (shop drawings by manufacturer) Aluminum Drip -� `\R-30 blown fiberglass Edge t Fascia V-1/2" in bottom chord or trusses drywall with smooth finish 2" x L" Sub-Fascia7 Two rows of beam block filled with concrete lU #5 bar cont. in each row. Substitute Kaycan fall o vant vinul soffit installed pand brecast lintel holed li rowth over Crte n d (1) tt5 using 1/8 dia shank x l5" long gale. rooting nails with 3/8' dia. head per product approval - see chart sheet III 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 rrFoil Insulation on typical 8" Block walls 5/8" thick light textured T All drywall to be installed per FBC R'702.3.1 and shall meet all pe"rtainin ASTM codes. stucco on typical concrete block construction ro Mortar to be Type fT onlg proportioned per FBC R6011 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"x4" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill Grade -' 1 I I IIII fil�C1Tl I I IIII1 111= I I I �- I. Jill I I -14" x 14" Concrete footing 14a with (2) #5 bars cent. and #5 T Y P I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'- 91 11 Masonry Beam Shdln(i Door At Masonry Wall La,caA fixed door sliding door 1 1/2" Sill Detall NTS AREA CALCULATIONS Living A/C = I,0f1,4 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,12-f sq. ft. Total Cubic Ft = 11,192 2" VTR JIL I I I I 2l' VTR Masterr�� JIL Bath Lev. I�I 2" Lr Lev. ,• 1 2' VTR S. JIL I i 2 I else. I Kit. Sink I I Kitchen i I I Lev. r.l 3• W.C. Bath . o septic PLUMBING RiSER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall ypical Flooring Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o_c. max thereafter at Jambs per product approval Jamb LUlndow Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5ia"x 5'-3 ia" 54/a"x L3i4" Single Hung ZONE 4 2. C-2%a"x 5'-3 %a" l5" x 63 %," Single Hung ZONE 4 3. '-2" x V-2 1/2" 2lk="x 38%" Single Hung ZONE 4 4. Y-5%"x 4'-2%" 54ke"x 54)a" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-ON 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X L'-8" 41 %,"x 83%," Fiberglass Panel -Inswing ZONE 4 C L'-O" L X '-8" 14" x 81 '/2" r., ecat° ShdIng Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-4" X C-8" Solid Core - Wood - L-Panel F 5'-0" X L'-8" Solid Cora - Wood - L-Panel - Bi-Fold G 2'-8" x C-8" x 1 NO Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel J 2'-L" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X L'-8" Solid Core - Wood - I. -Panel - Bi-Fold L I'-L" X L1-8" 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 #I All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction Install windows thru buck into black with VIC tap -con with 1 1/2" penetration at L" O.C. max. From each corner and 20." o.c. max thereafter at ,jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face of wall --\ 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 L" PT Buck Uetail at Uoor crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS .� I I\L-4I l.41N�.t''kL_ IX�/ I T_—Q" 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 15E 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. -I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 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 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1600 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 1*5 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 T-11" 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 T Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and I-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell ECTIONS one tt5 bar continuous 4" concrete slab with fibermesh OR GRADE Vx6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill — .. = I I Isr L14 fViii X lwih (2)#5 bar csc conf TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per c foundation plan 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Pooter 16" below finished floor (2) #5 bars cont_ bottom steel SCALE 1/2" = 1'-0 " Verify house slab height in field 30"x30"x16" concrete column footing with (4) 45 bars each way 30" " OLUMN FOOTING DETAIL SCALE: 1/4" = 1'-0" Termite Frotection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = it #5 bar wart. u/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope Vxf' #10/10 WWM compacted on 10emil Visqueen over US bar in curb clean O'-O" ® F.P. Grade "" III iI 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" GARAGE CURB DETAIL SCALE 1/2" = 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 Garaqe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET ttl. 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 1'io i ;i!� Si •V Single Filled Cell COlumn NT5 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 AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiagcomcast.net 14'-O" 36' -O" OT INCLUDED®1' 1'l�AS?RffRE�lGl�1� 84 a l --- -1 ffilui I lJ lJ _i_i_i_),_J_ ° L o ° L- — — — O — "'I'I ° — — — — — - ° ° F — — —— I------ i ° ©�1 I , Rear Patio/Slab —g — 1 to be poured separate u1 1 from the house slab. iL 81 a Thicken footing to 24 = _J I FI 24% x 14"d x 24"L J tod) under filled cellsI I under girder bearing. ° — c`rvEr 00 ° — ———----————————— — —— —�, L:JRear Patio/Slab to be flush with bottom of 1 sliding door recess. FI Slope 1/2" I ` I i I;- ° 1 I; - I �- I ' I I �- I �i FI IC I I H B I Vanit to be I 1d,34 Y2 high 4" concrete slab with fibermesh OR ° 6"x6" #10/10 WWM on 6 mil Visqueen over 1 ° clean compacted termite treated fill I I FI I I I °1 I° I�- 1 I I 12° _ 10'-0" 12" FI I 0 ° I 4'-0" #i I 4'0 Steel Ballard Pilled w/ Concrete® I IFQIa�I I� L i Wj� I FI I I I I Eti I I Q 1 r E I =3 QJ o" 1E L2JI I', FI -, to_V Eo I 1 e'I Asa I ° \ a., 1 ° 1 °:z�u `i uNIJ -_ I �s 14'-6" O I O F41 L— 8 Recess for F a r- ° ° ° ° Garage Door ,M ° --- I --------- ° 12" x 12" concrete column block fille 9'-0" 3'-5" with concrete and (2) #1 bars vert. ti into lintels above 15'-10" 5'-4" 3'-4" 114nne Budding Corp. THE STERLING Spanish Lakes St. Lucie County Florida N o � OD r- I o Or lri in 1q- 1:14 FOOTING SCHEDULE 11arki Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x It."D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x B'D THICKEN SLAB EDGE WITH i #5 BAR CONTINUOUS ©x With With MOOD Curb et Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s o'-O" Date Drawn Revisions Sheet 5-24-18 Comm # REAR Drawn by: 1�-300 PORCH C.C.U. LEFT Checked by: B ID. iR.B. OF 5 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel Provide #5 bar set in pre —cast lintel into beam where length of opening calls Por It. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sid ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plt�wood 4. Use nails or screws bas d on ress re for roof stated In permit info box on these plans for zone 3 KaU Area Edge Field Fastener Pr ssur Zone I Sid ring shank 45 psr Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" Sid ring shank 84 psf ** Zone 3a /" 6" #8 wood screw 112.6 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column 8F8-OB/IT Verify with Plan 12"x 12„ Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment 8F8-I5/IT 8F8-I13/2T Row of Above Lintel CLEAR 8FIL-IBAT BFIL-IB/2T NOTES: I, min. coverage of steel=l.5" 2. min. bearing required 6 ea. end=8" 3. standard for reinf. steel=ABTM ALIS TYPICAL LINTEL SECTION l PRECAST CONCRETE ) NTS Provide Cast -Crete 8U8-06/OT precast lintel set in mortaI Min. e" Bearing _... �. "r, I.. i t,t• ,1 �i ,,:': �,I (•. ri ;l kk Provide PT Buck i A attached per jamb details into filled cell cast Srdl 'f. I.?-;i E Poured Filled Call Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie �fPilled cell steel into continuous // footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1,5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at V o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two stagggered rows 12' o.c. in field. Attach deck to trusses using attachment detml on this sheet Lintel Length Bar Length Clear Span "A" Bars Usti Bars 2'-10" 2'-8" 1'-C 2,#3 none 3'-L" 3'-4" 2'-2" 2,#3 none 4'-0" 3'-10" 2'-8" 2,#3 none 4'-6" 4'-4" 3'-2" 2,#3 none 5'-4" 5'-2" 4`0" 2,43 1 none 5'-10" 5'-8" 4'-6" 2,44 none 6'-6" 6'-41, 5'-4" 2 ui none 1'-6" T-O" V-2" 2,#5 none e'-4" 1'-10" 1'-O" 2,#5 none ALL reinforcing steel is grade 40. LINTEL SCHEDULE Mark Window or Do unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " Bottom Steal Size Top Steel Sim Max. Gravag Load (II Max. Uplift Laaod (PLF) Max. Lateral Load (PLF) L22 2'-2' 3'-6' 8F8-OBAT 1 #5 301119 1569 1024 1.31 2'-V 7_8. 4'-O' 8F8-OB/IT 1 85 2561 11 1163 L45 4'-5' 5'-10' 8F8-05/IT 1 85 1105 9019 339 L50 5'-0- L'-0 SFB-OB/IT I #5 1238 835 121 L60 6'-8" 1'-L" BFe-08/IT I #5 JOB 121 534 L80 8'-0" "1 BFe-6/2T 1 #5 2 #5 152 San 512 L90 T-O" lo'-L" 8F8-I15/2T 1 #5 2 #5 643 $30 401 L90B "I 10'-L" 81"I6-6/2T ONE 1 #5 2 #5 1933 1183 401 MOO 10'-O" II'-4' 8F8-IB/2T I #5 2 #5 562 494 452 LIOOB 10'-0" II'-4' 8FI6-IS/2T ONE I 1 #5 2 1 #6 1 13LL 1028 452 L120 12'-O' IV-4" 8F8-IB/2T I #5 2 #6 411 428 324 L12013 12'-0' 13'-4" 8FI4-I5/2T ONE I #5 2 #5 1015 110 324 LI40 11 15'-4" 8FIL-IB/2T ONE 1 #5 2 #6 1250 L09 269 LILO 11 IT-4" 8FII IB/2T I #5 2 #5 300 192 194 LIOOB IC -On 11'-4" 8FIL-IB/2T ONE I #5 2 #5 950 500 I94 - 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 of each truss with (10) IOd x 11/2' nails - ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip _ Edge t Fascia 12" 2" x L" Kagan full o vent vinyl soffit installed using I/8' din shank x I.5' long gaiv. roofng nails with 3/8' As. head per product approval — see chart sheet #1 12" x 12' concrete column block Idled with concrete and (2) #1 bars vert. into lintab above thicken edge to 8'x8' with concrete and one 45 bar continuous BEYOND Top of footer IL" below finished floor 12 i 1/2' Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd di at each web thick stucco on 3/8' hi —rib lath :had to horizontal and vertical load ng with nails or staples to provide me than 1-3/4' penatration into onto( wood framing and 3/4' penetration vertical wood framing members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. all 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Step per foundation plan Slope per foundation plan "r Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES s 24"o.c. TYPICAL ( shop drawings by manufacturer 3 a N X s to m " < f- 4L :3Q 2s 'a 'd L) ,. v d O Q.�CO Ir ^r f LU Brace Gable end with 2" x 4" SYP 92 min. 8ft back nailed to bottom '- of tap chords using (2) IOd nails at each truss O c " \R-30 blown fiberglass N in bottom chord of trusses H -1/2" drywall with smooth finish fn i ro _ Two rows of beam block filled with concrete -and (U #5 bar cont. in each row. Substitute q precast lintel filled with concrete and (U #5 a bar cont. for bottom row over openings 1/2" drgwall over I" x furringg N strips at 16" O.C. with R4.1 Fr -fad -Insulation on tgplcal 8" Block walls All drgwall to be installed per FBC R102.3.1 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia. into beam threaded rod with min 12 embedment either wet set or hurricane anchor at each truss (22) IOd nails into in epoxy with truss. Add blocking to ( 24" o.c.) -HE supporting Max. truss leg per detail on this sheet C TA 20 Isle) Ihs uplift 16111111 EVAMA "WE VIA �4 OMEN Is Ill ---1 L Q � to Q i- LLI E IV --h LI U-A UJ o in Z;-m OJI ZL � � L W�A W (Y � O UJ and shall meet all pertaining ASTM codes. HETA 20 m Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII call with concrete and O O I\I (D #5 bar vert. (typicaU. Max. spacing shall not exceed �l 48" unless otherwise noted see foundation plan notes for - OVERHANGS AT I'-O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xL" #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 , ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII�IIII ;,III— - ALL TRUSS TO TRUSS CONNECTIONS BY 11=1111=IIII=1111I111 llii- F1 TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typical Section at Front FOrch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale , " _ it FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Lynne Building Corp, Date Drawn Revisions Sheet Architects — Planners 5-21-18 41-1 S.E. Coconut Avenue "r H S T E LING REAR Drawn by: Tel : (112) 281-8258 PORCH C.C.U. . Fax (281-8283 Checked by: E—mail: bragradenala�comcast.net SQpankh Lakes Stuart FL 34999 UAAC000032 St. Lucie County Florida D. Z.B. OF 5 Comm # PANEL "A" Poles BR Load Wire Description circ# Ciro# Description Wee Load BR Poles 2 40 1.0 kw #8 A/C camp 1 2 AHU #10 3.5 kV 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12,0 ke 50 2 1 g I 20 1.8 kw #12 PUMP 9 10 Drilar #10 5.0 ke 30 2 I! 12 1 20 1.5 kw $12 13 14 Dishwasher $12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 It, Refrigerator #12 1.2 ke 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Racapts 412 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw 212 Clothes Washer 21 22 1 Recepts #12 20 1 1 20 0.81 kw 812 Garage Door Opener 23 24 1 Recepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 1 20 L92 kw #12 21 1 28 Recepts #12 - 20 1 1 20 012 General Lighting 24 30 Recepts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 - 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 #12 smoke Detectors 31 38 General Lighting #12 - 20 1 1 ;!; #12 Bathroom GFI 39 40 General Lighting #12 - 20 1 spare q1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting .(3 watts sq ft) ..................... Small, Appliance„Circuit(s>„.„,,,,,,,,,,,,,,,,,,,,,, Range .......... ....................... ................. Refrigerator.................................................. Microwave..................................................... Dish Washer ................................................... Clothes,.!!lam#lei............................................... Clothes,.Dryer................................................ Water, Heater.. ....... .................................. .Water. Pump ................................................... Garage, Door .Opener....... ........... . . ...... 1135 3 5,205 2 1,500 3,000 1 12,000 12.000 1 1.200 1,200 1 I 00 1500 1 1,200 1,200 1 1200 1200 1 5,000 5.000 I 4 500 4 500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 e65% 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 Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan =49 Duplex Outlet Coiling Mounted Light Special Receptacle 0- Well Mounted Light =me aterproo groundfault circuit n PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector '�& Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan © Television Jack Telephone Jack A sc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR � Speaker Hook -Up I❑ Intercom J ®= JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire ail required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. F. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that mag have been damaged. ON THIS P 149 CFM IOxlOx6 Covered Porch MAST R BEDRO M GRE,�;T ROOD 149 CFm I IOxlOx6 I B%AxlO x� C ntsr Registers L 1t �1 OOx FM o Ceding fan 12x12B/AxlO - - - - IRI .I 208 CFM Iox10x1 H.B. 9 CF 1� x4x4 E71 I � 8x x4 -----� 12a I 54 FM �`� I I DINING Soffit ATH ' ��' I ROOM � o � N inn 20 XFM L 162xLx1M o i 14 2040R Al 8x4x4 15 CFM - - - - I I ��-� ATH O T I I A/C EH.- #1 I� I r A 1�" I o Attic Access 2 I 144 CFM i with light J Q l IOx6x(. L _ - - - - IL 150 Amp Meter Panel ire GARAGE 1 I I I COVERED PORCH i I I MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below T-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM I j j 12)d2x8 �y B/A A/C disc. 150 #2/0 Aluminum feed I irri' Conduit AMP M TE AHu 2" PVC f FPL 2" rigid service FPL 6Bocanetae9 ar irme 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. Yent thru 5 of fit Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install oulet under disc. not shown 'I clarity r- ELECTRICAL PLAN Braden it Braden AIA, FA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34994 #AAC000032 SCALE: 1/4" = I'-0" Attic Venting Calculations FBC 2309.-1 Total Attic Space = 212-4 sq. f t. Venting Ratio 1/150 = 1-4,16 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell 6'-3" H.B. Exhaust Duct -Thru Soffit `ir Wire For Front Post Light Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn by: PORCH C.C.U. F -, 16-300 LEFT Checked by: B D-R.B• OF 5 V=LIFE SAFETY WARNING This symbol identifies life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. For Truss to Truss Connections see hanger/connector schedule in engineering r r• naps mush ne as shown. Guide tabs o Dome angle nails - SEAT PLATES BY CHAMBERS 12 4.00 F— jio II 2 2.00 V pset=1/4" heel=3 15/16" PLUMB CUT END 2I x 4 Top Chord WALL HEIGHT IT END DETAIL : TYPICAL VAULT 12 4.00 F- upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER A7j A HEIGHT OF 8--0- ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. 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 BCSI & properly nailed to straps & hangers - --- r' ZIN A�J ' 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0h ON CENTER EXCEPT AS NOTED AIR HANK=>LIE=F:Qt 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- All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A ®I�I�/��/��I��I''�I�� •• Simi''/�//�®� //,li,///li�///.i////,li////l i //I/it%///,li//I%li//,1%//��li//%ii// 8Offid ,//�1%I/ai _//_1 1100 fill / ®am IN `so 10401 _WE.is _MPool _/ 'l jo� ATA ATA INVERTED "T WE13S AT CENTER •'' 50# POINT LOADS PER TRUSS FOR A+W ON ■ATA 10 --%_' ATA ATB E .00 00, IS I II�ATA /rho MIMI-IV'li�_��_�` I, i 7 %IIII tr �,/�I�i12lh%//�1„//�1� i ''�• I� Ir j► ,�%1�„%.i,,,l�,,,li,��.i,��i� I/ r.� i� N I v 15'-10-10' I 54" I T-4" I 1 V-6" GARAGE LEFT B DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK, CONSULTBCSI �lin ��I� ei► r t i INVERTED'\' WEBS Al CENTER WIT B.C. PANNEL LOAD W/ (2) 50X POINT LOADS PER TRUSS FOR A/WU `�\`I\Offill E/ _Z a 0I�I� \\\`i \\mI` I, —�e \_ MINI I ATA ATA ATA ATA ATA ATA ATA ATB ATC BHA 8 FABRICATI®N �4NREEMENT � srARrEc urmL THgi WaDe�ryadlone themAa bNW 3...,.a RETUMED . The undersigned .c1owbdw..na .tee, s.Tntisee wm be male �, abkt socova„ce wttlh nita ', M e = bypR�! y by of Me ern bYot+L rodby aerIlnad nuu �°"Bd a bspbh repaln /s4uRsd a to suD.tlph)s oa„cw.w. at Ileac ts� b� "" dare In wma, 5- Ddvwyu b to Jobod aas, 418 O/'BCSI 'I aumnerystheet by TPI 3 W CA, . dearory. Chambsn Tam has the sob autharRy tof0tp determine fthe is tl» lob afro wn of the t for . Datlton oPths Job arts for dollddnarWdeOvevehhh III°eP dnrvpy ony. The buyer b On responsibleIsoffar a _ 34w is rpparlalbte to t .mbedn Tnw 'br buyer Bs rhM Pis for d,p,,,,,y a ; a Pttoa u shown bl panrpreph bebw ca 4'"ie,pe Ifar we made 66..14y uL A $5D Per hwr lee far roddps htay bs tllaryed M Chemben Tnpa, ' are b 7: This h a PURCHASE ORDER m Chsmbenl,Tnnumealerta of Ills tun agroad to, a t ". . .orl'deavaryal a ' Invatce wIt a made an detvery and paid aiMh terror of rlst . ftkiew Of Nullaew bta.e.. The Uwar.lmade at � to d°°_ "barer aennot aaaa� aWmWo roe for cnteafbra in event or Pay �Illbera.TNsa reasonable Chaise wa bs added ear v ears hlst o °aynu�i teh made t-tn x per month sety0e a Rconsideration.beeailtofa„y,r,,want,w^.he.tW,�e�,�.;�mehttoalltano.he�lh,. e: m 91,1nt rIltambers at a dendbq CndR for ft material the undanla,ad uncimben; hi by.anym phgmmd whsn dad ov . al I n"'«sty m4srd „dIh a �� Including •+Nf" fed. a pry for 10. In the wma of may material w moos by Ills } or pap* b Wenedd to h C01 mnhv this so"a ern, the Rama n mi w h index be Sa6Y iOaM Courgy. Auke1, p'�''2m 1W Ills aDla veha" W silly such action will _ Rupahs6mtlea ForlesDo arssf a ttale0 ShrMeed And ftmWlsndedp�y�a On ' ANSVnn&VrCA4-200r- �^7 Melet Plats Camected Woad T= GATEp - FOR •—.. - AspeeskrbailmaybetegtYudPer'9C511�19'bptetettt�tayg MyMple ply trusses must be fastened together per englneeeering Before they are set, fallure to do so can result.ln roof collapse. Temporary and Penoanent brecing are required and can am aia and Property and Is the responsibiilly of the fuss arector. Study the conterds of the IMwrnatlon Packet Included on delivery t' before sattlng trw u,s. . TtssesrtailtbasetandbracadperdsslpnloPreust+tlt�t+Y&damage. Trusses must be set plumb and square Do not ,set bunks or stack of Plywood, reo8ng material or arty othei cchtcerttratad loads on trtssas, this can cause collapse. DD NOT SET TRUSSES USING TH/SLAL A py USE LAYOUT DELIVERED WITH TRU,gSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Floilda 34£182"6423 - 800-551-5932 Fort Plena 772.46& 012 Vere Beach ' M46g-2o12 Fax 772Jg6 aT11 Stuart 172 2g83302 ' r•r-r. era... I.u�uet:oC77tI1LC'[`-laY - . , The Arc;:. . .z Architect's represePtative's slicp 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 +Rructure from gild 'ty and uplif4 loads and 92.0/93.2 MITEK 4.2 their res five locations DESIGN CRITERIA lb. County ,nrnvn, SAINT LUCiIE cSon A.I.A. P.A. — ----� 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' I Top Chord Live 20 _ N Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Io I 0 Bottom Chord Dead 10 3 c _ TOTAL Load 37 7.2 w m ` H Duration Factor 1.25 m = 3 Wind Speed 165mph L Top Chord C.B. Sheeting by builder. y Bottom Chord C.B. Sheeting by builder. w Highest Mean Height 12'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island Na Conforms to FBC 2017 rc.U.L =Kestramin Uead Load C.B =Continuous Bracirtp Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Deli ter and/or En eer of Record. in Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. fississit MI 4: RLC ACAD: RLC Reviewed By: ' ^ Date: 11/14/16 Revised: 10/23/18 M FOR �. 1V-8' 3'-4• s'4• 15'-10' WYNNE DEVELOPMENT CORP. GARAGE RIGHT STERLIINGION• 7510?2— PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 181-RUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 G� 011" `fir