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HomeMy WebLinkAboutPLANS12 SLOPE 8'-1" T.O.B. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. By crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Felt underlagment installed with min. 4 side laps and 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 ® c thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11651.12 24 ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. Max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and L" and 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 \ 12" H 5/8" thick x 8"w cut Cora finished stucco bandsEl 3 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEI/ATION 5/8" thick x 8"w cut finished stucco bands Finish Columns with 9/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib Felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 12 -4,OPE 14 8'—I" T.O.B. z„ 12,E .H. O.H. C O'—O" = Finished Floor — — — — — — — — — — 4`1 V — — — — — — — — 5/8' thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 SLOPE 14 SCALE. 1/4" = 1'-0" 2" '—I" T.O.B. .H. i 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood clack using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and V and 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 eck to trusses using attachment detail on this sheet Finished Floor Finish Columns with / 5/8" thick fight textured Qa 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate II 1/2" drgwall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base —board 11 11 / 2„ x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden it Braden AIA, PA Wynne Building Corp. Architects — Planners '411 BFax S.E. Coconut Avenue T H E STERLING Tel : (112) 281-8258 : E—mail: (112) 281-8283 bradenaia comcast.net Spanish St. Lucie 1-akes County Florida Stuart. FL S4994 #AACOOOOS2 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of I5 lb felt using 8d nails_ Substrate to be 19/32" CDX Plgwood nailed at G" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 --- 5/8" thick x 8"w cut coral finished stucco bands SCALE,: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 1G5 mph ultimate Mean Roof Height: II'-2L Roof Pitch: 4:I2 Internal Pressure Coefficient: ± D Subjectability to damage from: Weathering. Negligible Termites:Peru Heavu Width of Roof End Zone: 3'_4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.G = 0.12G Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.4DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf Roof Zone: 2. +20.0-51.0 pat Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Well Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes Are Components an Cladding Detai as Provided? Yea Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X B9 Test: pal SEE RODUCT AP ROYAL F R IMPACT P O ECTION FOR ROOF LIVE LOAD: °ate psf ROOF DEAD LOAD: 10 oaf JOB ADDRESS: \ S \& 5 MODEL: GARAGE RIGHT Date Drawn 9-9-19 Drawn by: C.C.U. Checked by: D.R.B. 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walla Zone 5 END ZONE Corner Zones Roof Zone 3 Revisions Sheet Comm # . �.� d (a0q 1(0-301 COD F CWAPLiAi C ST. LUCIE COUNTY,,, OF 5 SOCC i0 10 _k 3L'-O" FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 114" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high bel crash y 4" diameter steat. Floor proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts into „p 3. ALL Lumber to be used as Beam, Rafters, etc... to have sia (3/8 t So kai steel late) a minimum 1,400 P.S.I. fiber stress. ` 4. NO dissimilar metals to touch. 2�2" 2�, 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord 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 handicap accessibility requirements. 6„ !6" 12. Lowest finished floor to be set by Governing Building Department 49 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 ex osed attic insulation materials installed on attic floors shall have a critical radiant I" x G" P.T. Buck nailed to flux no� 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. Gsum board material shall conform to ASTM C36, C-19. C4�5, C514, C630, C931 C46p0, C1002, CIo4-1,C11-11, C1118, C12-18, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Dr well Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for Installation of drywall Into Spacing Maximum wood framing members 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 5d cooler rim y2 OR Walls Either IL" all 14" 0.080" dia. xx 1 5/8" long with Direction 15/44" head OR Gypaum board nail 0.004" dia. x 15/8" with 9/32" sail. Ceiling Perpendicular 24" 1" 12" 13ga 1 6/8" long with 19/44" head 0.098" diameter x 13/8" long annular -ringed or Ld cooler nail O x Walls Either 14" 8 IL" 0.092" dia. 1 1/8" long with Direction I/4" head OR Ggpsum board nail 0-0915" dia. x 11/8" with 19/64" 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 3/14" 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 tile 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 CIl-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal r 24 ga. 5v crimp metal roofing attached to ply wood screws with self sealing washer at 12" o.c. (type 2) 30 lb felt underlagment installed with laps fastened with corrosion resistant tin caps spaced 4' o.c. at all laps and two staggered r deck to trusses using attachment detail on this Simpson HETA 20 or equal hurricane anchor at each truas With (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810Ibs. uplift Aluminum Drip - Edge t Fascia 2" x G" Kagcan full o vent Vint urng 1/8 die shank x I roofing nails with 3/8" product approval - see 5/8" thick light textured stucco on typleal concrete block construction #5 bar vert. w/ 30" overlap -- at each filled cell Grade #1 12 4 F oofin2 FL #11651.12 wood deck using #9 x 1.5" max spacing over ASTM D min. 4' side laps and L" end and with 1.25" ring shank nails ows 12" o.c. in field. Attach sheet Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 or cons, for bottom row over openings I/2" drywall over I" x .turring strips at IL" o.c. with R4.1 el -Foil insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. n Mortar to be Type "M" on1g proportioned per FBC R401.I and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (tgpical). -Max. spacing shall not exceed 48" unless otherwise notad see foundation plan notes for spacing at openings 4" concrete slab with frbermesh OR 1"'x4" #10/10 WWM on L mill Visqueen over / clean compacted termite treated fill CR S11dn X 2�j Masonry Beam D oor At Masonry Wall Head fixed door sliding door 1 1/2" Sill Detail NTS AREA CALCULATIONS Living A/C = I,4114 sq. ft. Front Porch = 163 sq. ft. Rear Porch = 1-14 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft, Total Cubic Ft = 11,192 2" VTR JIL I I I I 21' VTR MastarrxI JIL Bath ko W.C. oo�an. mok W.C. . 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 3AL 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 UJindow Schedule Mark Size Rouclh O en. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3 %a" 54ke"x 63%4" Single Hung ZONE 4 2, 6'-2%a"x 5'-3 %a" 15" x 63 %," Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 1 21k2"x 38%" Single Hung ZONE 4 4. 4'-5%a"x 4'-2!/a"54%a"x 54%" Single Hung ZONE 4 ALL Windows t0 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-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41 %4"x 83%" Fiberglass Panel - Inawing ZONE 4 C 6'-O" X C-8" 14" x el %2" d ; Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel IF 5'-0" X L'-8" Solid Gore - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2`8" X C-8" Solid Core - Wood - 6-Panel X , -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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Z0 .r Install windows thru buck into block with 3/I0 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 Attach buck to block wall with 1/4" die. Elco comic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Uetall at L)OOr crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS 111­ I III I i i i 14 x 14 Concrete f000.ing 14" with (2) #5 bars Cont. ,and #5 TY F I C A L SECTION transverse bars at 48" o.c. -scale : 1/2" = I'-O" STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON --UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,S00 PSI AT 28 DAYS 9• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3• POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10• ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. S 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 12 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: I-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. L GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF IL00 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT, IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from N)" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-4" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade X, meeting ASTM A-1( 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. #5 bar Vert. w/ 30" overlap - at each filled cell W E TYPICAL rIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14" TYPICAL FOOTIN _=1111_ 14"w x 14"d concrete monolithic �footmg with (2) #5 bars cont. DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Step per foundation plan 10" (2) #5 bars Cont. bottom steel 12" ET,AIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of rooter 14" below finished floor ,in 9 Verify house slab height in field 30"x30"xl6" concrete column footing with (4) 45 bars each way 'C 3°" q COLUMN FOOTING DETAIL W.:ALt I/:C'• = I'- Thicken edge to 8"x8" with concrete and one 3*5 bar continuous 95 bar Vert. w/ 30" overlap at each filled cell Adjust curb heigfit based on gar. floor slope. 45 bar in curb \ GARA SCALE: 1/4" = I'-O" Termlte �'rotection 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 L xL #10/10 WWM on 10 mil Visqueen over fill -,,,SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Viaqueen over clean compacted termite treated fill F.F. IZ14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" CURB DETAIL SCALE 1/2" = 1'-0 " 2" x L" PT wood secured with \ 3/8"ilia. x L" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS N IN H.B. 10'-01, 12" — _ _ 10'-01, — I 4 Nur INCLUD ogtNTHM-lQP9 I®ZL I�� Q L_ J 6 - Rear Patio/Slab UJI to be poured separate 14'-0" I °❑❑° ❑° o _i_i I i I I I I o 0 0 I FI �I I g from the house slab. I 12' 11 IF4 o a -e m I J 4 Thicken footing to D rD in L 24% x 14"d x 24"L FI I under filled cells Ci I under girder bearing. I Rear Patio/Slab to ° r--------- --- I� be flush with bottom of FI sliding door recess. °1I Slope 1/2" � _i 1 I 11 I �I I Vanit to be I 4 concrete slab with fibermesh OR 3"�h1gfi��I H.B. ° CxC #10/10 WWM on 6 mil Visqueen over Cl I clean compacted termite treated fill7 ° FI ° I 1 I I° I i 1 ° I° _a I FI I I I I I— I r — — 4"0 Steel Bollard W J� I Ohlied w/ Concrete #I r I> QI ^lI I O I o FI I I vNE I I FI I I .! E.` FI ° y °°I ''`3o I• log v II ,0 a � I1-----_ _ _ — --— IQ cv "�o I o cp u ° T T ° 1 1 i i-ii (] Q ,I I W Wxz; F5I iL u°s� I CD •I 6" U) 12'-6" — b -- —— F n ° -- _ a L 1 x 12" concrete column block filled un h concrete and (2) #9 bars Vert. tied into lintels above III-(", 3'-4" T-2„ 5'-4" � 36'-O" I �1 t — — _ — Recess for F5 J Garage Door 9'-0" 31-5" IS'-10" FOOTING SCHEDULE Mark Sire 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 100 COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8.8"LU x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS `U 14"W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0' ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plrijwood 4. Use nails or screws bas d on rasa re for roof stated In permit info box on teas pana for zone 3 Ke Area Edge Field Fastener aPressure Zone 1 41, 6 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank '16 psf Zone 3 •4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.6 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Provide tt5 bar& with min. 4a bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block ateel. Provide Cast -Crete =n-'' SUB-OB/OT precast - -'- - lintel set in mortar Min. B" Bearing - - - - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. -I H4 1:L a PT Buck .d per jamb into filled ci 4" Pre -cast Sill t Filled Call Provide US bars with min. 48 bar diametera overlap in filled cell. Tie hHad cell steel into continuous rooter steel. Concrete Footing (see footer schedule exact sizes) DETAIL AT WINDOW OPENING., IN 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. Verify with Plan Concrete n Install Simpson MGT into wall using. Lintel 12 x 12 5/8 dia. threaded rod set min. 12 column Block wet beam and (22) IOd nails into trues #Z Rebar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL ` AT GIRDER STRAPPING Column to Lintel A t t d c h m e r t AT CENTER BEARING POiNT NTS 1/8" thick light textured stucco installed per ASTM C 924 over A5TM D tgpe 2 paper backed wire lath mailed Tgp 2 substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nods. Substrate to be 19/32' COX Plgwood nailed at 6" c.c. in field and edges with IOd ring shank nails into studs. {L�_j/ Mark Size and Oescrl tion 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" woad screws with self sealing washer at 12 o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6 c.c. at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet may\ BI Two rows of beam block filled with concrete and 1 #5 bar continuous in each row. Hook vert. bar over top bar with #5 90° bend bar with a 10" min• la at to bar. P p Additional Precast Lintel Lintel Bar Clear "A" "B° tt5 bars F Length Length Span Bars Bars 4jtl• ' iN'�: '.a•. ci.nAit 2'-10" 2'-8" I'-61, 2,43 none ----y `----• �----'i 3'-6" 3'-4" 2'-2" 2,43 none BFe-OBAT SF8-IBAT 81118-I13/2T Additional 4'-0" 3`10" 2'-8" 2.43 none #5 barsI .•,..';;:. CLEAN%l',i. •;1l�,• 4'-6" 4'-4" 3'-2" 2,#3 none me Raw or't ::r (, `i Block Above 5'-2" 4'-0" 2,43 none ;Cy.' < :•;.:,; 5'-10" 5'-8" 4'-6" 2,#4 none Preeaat LinAdditiona2,#4 none tt5 bars � t----' i`---- r l'-O" 6'-2" 2.45 none BFIL-IBAT BFIL-IB/2T NOTES: 7'-10" 7'-0" 2.45 none I. min. coverage of steel=1.5" 2. min. bearing required 6 ea. end=8" ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM ALIS TYPICAL I-INTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "H' Block Above " " Bottom steel Size Top Steel Size Max. Gravitg Load (PLF) Max. Uplift Load (PLIR) Max Lateral Load (PLF) L22 2'-2" T-L' BF8-OBAT 1 #5 3069 150 1024 L31 2'-L' 3,_e. 4'-O" BIBS-OBAT 1 #5 2561 130 143 L45 4'-5' I S'-10" 8108-05/IT 1 #5 1105 909 339 L50 S'-Ow L'-6' SIRS-OB/IT 1 #5 1238 836 121 LLO L'-8" T-L" SF8-OBAT 1 #5 1011 121 534 LBO W-O" T-4' BPS-IB/2T I #5 2 #5 152 S91 512 L90 9'-0" 10'-6' SF8-IB/2T 1 #5 2 #5 643 630 401 L905 9'-0' 10'-L' BFI6-18/2T ONE I #5 2 85 1533 1183 401 LI00 10`0" 11`4' 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" 8FI6-I13/2T ONE I #5 2 #5 1366 1028 452 L120 12'-O' 13'-4" SF8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0' 13'-4" BFI4-I15/2T ONE 1 #5 2 #5 1015 110 324 LNO 14'-0' 15'-4" BFI6-6/2T ONE I 85 2 #5 1250 L09 254 L160 I6'-0' IT-4" SF8-IB/2T I #5 2 #5 300 142 194 L160B K'-0" 11'-4" aria-I15/2'r I ONE I 1 #5 2 #5 950 Boo 144 - 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. .011 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) suppporting Max. I lolbs. uplift Alumina Drip Edge t Fascia 12" 2" x V Kaycan Pull o vent vinyl soffit installed wrongg 1/8' die shank x 1.5' twig gale. roo(ng nail@ with 3/8' die. head per product approval - see chart sheet #I 12' x 12' concrete column block filed with concrete and (2) 81 bars vert. tidj_ " into lintels above thicken edge to 8"xS" with concrete and one #5 bar continuous BEYOND Top of Tooter I6" below finished floor IIII—I I :,�.-.::±- •,: IIII M111III IIII �1111 lIIJ= 12 F 4 1/20 Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd il.s,,, at each web hi -rib lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. 4 Wood Base Step per foundation plan Slope per foundation plan S IIII IIII=IIII-IIII IIII _- I �' _ IIII=1 I I I=1 I I I1 I � 1=1 � I 1=1 I I I IIII III 1= . 11111�11IIII,�, IIIIIIII����li► 14II� I� " Tuplcal S&ctIon Brace Gable end with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss W U7 ` cA � Q +� IV u ~(L'� W �- E Lu U �" I" ZZ,6 d W I W o (V IL Brace Gable end with 2" x 4' SYP #2 min. eft back nailed to bottom of top chords using (2) IOd nails at each truss c RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL t shop drawings by manufacturer ) 01 \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish = Two rows of beam block filled with concrete -and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 liar cant. for bottom row over openings 1/2" drywall over i" x furrings� strips ai 14" o.c. with R4.1 Pi-foll -insulation on typical 8" Block walls Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift META 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet E�MEM N, R-00, �IIII��IIII,I VAN =IN ME Fa FAW.4A M WA MA AV, N WA, MA AF44 Q lapi fastened with corrosion resistant tin cap a and with 1.25" ring shank nails ?aced V o c�,a - all laps and two sta9 gered rows 12. o.c. in field- A t t rN Attie Access light SLOPE 1-4 sit, OR E N rus I I run #C 0 Q N . I- m o ao N U v N All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. iu Mortar be Type "M' - ETA 20 to only proportioned tier FBC and Mortar points shall comply with FBC60�.2.1. RLO'1.1 Provide Du -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and lnot O O f= FLAN ex M. spacing shall not exceed Max.bar g shall 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with ribermeah OR 6"x6" #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY 1 `IANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMI7 TED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STAINING CONSTRUCTION. =IIIIIIII=IIII- — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : ° = '— " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA, PA Wgnne Budding Corp. Date Drawn Revisions : Sheet Architects - Planners '41-1 S.E. Coconut Avenue THE STERLING GARAGE RIGHT Drawn by: REVIEWED FOB COMPLIANCE Tel : (112) 281-8258 Fax : (112) 281-8283 C.C.U. CODE ST. LUCIE COUNTY " bradenala comcast.net Spankh Lakes St. Lucie County Florida Checked by: p_R_g_ BOCC Stuart- FL 34994 #AAC000032 OF 5 Comm 4 1-2-19 PANEL "A" Poles BR Load Wee Description circa circa Description Wee Load SR Poles 1 20 1.2 kw a12 Refrigerator I Range ae 12.0 kw 50 2 1 20 L2 kw a12 Clothes Washer 3 1 20 1.5 kw a12 Kitchen S.A.C. 5 4 Orgar a10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. I a 1 20 a12 Bathroom Recepts 9 10 Air Cond sor 610 6.0 kw 30 2 — 1 20 1 1.2 kw a12 Dishwasher II 12 1 20 1.2 kw a12 Microwave 13 14 Air Handl a10 5.0 kw 30 2 1 15 — 914 General Lighting 16 16 1 15 — a14 General Lighting 11 18 WH $10 5.0 kw 25 2 1 15 — a14 General Lighting 19 20 1 16 814 General Lighting 21 22 GDo 012 D.al KW 20 I — I 15 814 General Lighting 23 24 Spare Spare 25 24 Spare Spare 21 28 Spare spare 29 3o Sparc PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Range.................. ..................... ................. Refrigerator .... Microwave Dish. Washer ................................................. Cloches„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Clothas „Dryer ................................................ ,Water. Heater................................................. .Garage.Door.Opener........................................ 1135 3 5,205 2 1,500 3000 1 12,000 12,000 1 1200 1200 1 1.500 1500 1 1200 1200 I 1,200 1 11200 1 5.000 5,000 1 4,500 4500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,4I5 e40% 1 0 10,246 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 12L.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light $a Double Pole Switch ® Eyeball Recessed P6 Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light _0 Special Receptacle ♦ Wall Mounted Light aterpr round fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet (7c Computer Connection Jack en Carbon Monoxide Detector 412 Flood Light Q Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fen ® Television Jack ❑t Telephone Jack ,,c o c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook —Up Fa = JUNCTION BOX TO SUPPORT A PAN T = THERMOSTAT LOCATION B/A = BALANCED AIR Opt. PATIO/SLAB Covered Porch 1 G EAT OOM 1 Center Reglstgqrre 208 CFM on ceiling fin IOxlOxl � I OxlOxl 12" DINING ROOM H.B. a Vent thru _ lexa B A T 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit 150 AMP PCS M MP Mcs ANEL 200a rated meter can 2" PVC ( FPL)—c schedule 80 2" rigid service FPL #2/0 AL SER Cable With 41 Grnd 2" PVC Schedule - 40 conduit sleeve into attic 200a rated meter can - banding paint 2" PVC ( FPL}-� schedule 80 2" rind service FPL ISO AMP CB PANEL banding point 1 1 ground rods -- - --- �__ 1 ground rode - 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 I - Verifu AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I, Use copper wire onig from panel to devices 2. Provide and wire aII required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms, 8. A/C Return Air Balance Must comp)gg w/ FBC RM1402 �qt8 9. A/C Refrig�lines that are run thru slabs must be sleeved in f'YG 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed sy�tstem shall be fully operative. 12. Contractor shall pay For all fees, permits, testing and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public Itabdity and property damage for the 146 CFM IOxLxL SECOND BEDROOM 12x12x8 � l B/A d� m COVERED PORCH 149 CFM IOxIOx4 M STER BE5DROOM 149 CFm IOxIOxL 12x12x10 B/A i �� /i 1�0.__!9CPM 2BA _ .H. 54 22" x 64" Attic Access L__ H 150 Amp Panel 11I Id kmeter GARAGE r----------------- I I I I I I I I I I I I I I I I I I I I I I I `1ECHANICAL LAYOUT SCALE: 114" = I'-Oli 15. Contractor shall guarantee ail materials and workmanship 20, All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the Job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged, IL, It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete of construction, The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items For a complete electrical system and provide all largest conduit or pipe From any other service. therequirements necessary for the equipment to be placed in proper working order. 23 All exposed wire below 9'-I" shall be installed in metal EMT Il, All work shall be done in accordance with the N.E.C. and conduit. shall comply with All local codes and ordinances, and shall 24. D�ryyer Vents to be installed per meet all standard requirements of the local electric utility F6C RMI502 and telephone coinPany. 18. The electrical agotem shall be completely and effectively B grounded as required by the latest edition of the N.E.C.�1 19. All material shall be new and shall bear underwriters' labels where applicable, Soffit Braden It Braden AIAe FA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia0comcast.net Stuart- FL S4994 #AAC000032 H.B. Exhaust Duct Thru Soffit — Wire /or Front Post Light E LE CT R I C /4 L =LAN WQnne Building Corp. THE STERLiNG. Spanish Lakes St. Lucie County Florida Lu 0 Light with cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity 09.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1� sq. ft. required Provide A Continuous Vented Soffit GARAGE RIGHT Date Drawn 9-9-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Sheet I Comm # OF s F- =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 30' Span or less A 30' to 60' Span 0 degrees Spreader Bar or less �_ /2 _� ag �__Approx 2/3 to LTdJ9 Line span approx.a^e1/2 of Span REFER TOBCSI REFER Ta BCSITruss must be set this way Ifcroneused. must be set this way if crane used. is an example, your truss may not match. This is on example, truss may not match. crone operator sets truss this way. Insist crane operator sets truss this way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections see hanger/connectorTDome be as de tabs o schedule in engineeringe nails. package. Carned Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT 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. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers o------- SPAGING NDTE ALL TRUSSES ARE TC BE 5ET AT 2•-O: ON GE�fER EXCEPT A5 NOTD A I FR H A" p IL IFE F=2 " O -T- IIF= 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 A are installed. A 1,01101� ® P■ ! WORM mill MAP iiiiim� MEN Il 4,111141-411111 OEM4, 114 It 4 VE ij onol 1 1?0.00_ 01 PAO NVERTED ■ .•e lei t ...�, .. ■_ IN 11 IN' '' /III■I©I■II■III■I�lll�l�l�d�l■I\ �, �__ : � I I IUD%%�%///I" -�����,��_��..■ ,/NIIr7 - , — �///1.rr � i• /ImB9/17/1.�7r//ilI i%AI %l z//E,1&01 //�I��EIV04 / /�:�I�IA�/I�/ I�////I//. 1 I�/�I , Ill/�I�I�I�I�I�I�II�I�I■BI�II�I�I�I�I®I I I I I Jv— z T-4- GARAGE LEFT DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI CORNER OVERHANGS NOT SHOWN FOR CLARnry �IImi`mI®`�I©�®� I®`�I��®`�I®I®�\�I I®ICI®I`®���� \\\i�\S\`I\\\\\\I."�\i��h\\I\\`\\I\\�\\\��\I�`�\�1►\\\\\`I `���� ��"1��1�`\\V ���a��I®► u\1�i\\\\\I�� 01 IN ILW14% los 11 Mile INVERTED "Ir WEBS AT CENTER LOAD 50# POINT LOADS PER TRUSS FOR A1H/U 0\ _ .�iIP%■�\■■_ //I�I�II�II�I■■11�1■III■11�1�1■■I\ FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED The legal description of the property where the truss.. will be Installed Is: The undersigned acknowledges and agrees: Trusses will be made In strict accordance Which la five sole authority for Sir t a su with this truss placement diagram layout, 2. Nl is In this layout have been ve essfvl fabrication of the trusses, y .3. Unleae written notice la rfAed by the undersigned. provided by cartiAed mall to Chambers Truss within ten (10) days of tlellvery the undersigned agrees that But,no badcchargee will be allowed..ln the event to vrtlttan notice la furnished Chambers Truss shall have three 3 bu to be ,qne ere a 4• The undersigned admrowiedgea receipt of BC31 1 03Csummery sheet bs 7Pj & s days n which del6. Delivery b to Job elte. It la the buyer'e'reaponelblllty to make the Job alto ,ultable for Part ,Chambers Truss has the sole bees Uy to determina the suitability o/the Job site or e Par of the Job sAe for delivery, Chambers buss will be re'olhe bie for tlump tlellvery only. The buyer Ie responsible for addRlonal deliver. expenses f( Chambers Truss has (o redeliver bacauee Job she la riot prepared for delivery or buyer le not prepared for delivery o/ trusses. Buyer Is responsible to Chambera True, for towing costs due to stte Condltlone: 8. Price as shown In paragraph 7 below Is subject to change tf any changes ere. made Iri this layout A $60 per hour lee for reNalohe may be charged by Chambers Truss. 7: This Is a PURCHASE ORDER to Chembers,Truss of the sum agreed to, or If no.. agreement a reasonable pros. Invoice will be made on delivery and Palo within terms of net on delivery. Invoice may be made at scheduled date of delivery If buyer Cannot accept' delivery of fabricated trusses. The undersigned agrees to pay Chambers. Tress reasonable attorneys fee for collection. In event of payment not timely made. 1-12 % per month servi charge will be added for all sum, not paid within terms. as S. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. etl 0.In Consideration of Chambers Truss extending credit for his material the unde algn unconditionally guarantees payment when due of any and all Indebtedness th eowed to Chambers Truss by any entfty receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, S default In payment for matedal be made by the reciplent. 10. In the event of any litigation concerning this agreement, the hems furnished hereunder or payments referred to hereinthe, parties agree that the sale venue for any such action will be Saint L• cle County, Florida.' I I. Design responsibilities are per "NSVC,gl Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPUNTCA 4 - 2002" DATED SIGNED FOR _ TULE�_ --"r ae••a .ter rrrayoe required Par"BCSI 1-03" 0� prevent [njtay g damage Multiple ply trusses must be fastened together Per engineering before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Theses mustba setand braced perdeslgn to IreYent hjury 2r damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any otherco'hcantratsdln�rrn,..,._.____ ... DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES Tn cc•r rol iccee CHAMBERS TRUSS INC 3105 Oleander Avenue FortPlercei Florida 34982-6423 800-551-5932 Fort Pierce 772465-2012 Fax 772-465-8711 Vero Beach 772-568-2012 Stuart 772-286-3302 ' 'a'-� era•,• rueulaeoerpncs rrIm Shop drawing approval is NOT a double check of the contractor. The contractor ,halt reemn, responsible for checking Rcld measurements and other constI,,,,t+on criteria. Architect's approval covers general roof shape, review of trues strapping, and loading on structure from. gravity and uplift loads and ih21P Ye t-ru•�locati ,nps. q Datc­ 92.0/93.2 MITEK 4.2--- DESIGN CRITERIA 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. o I Top Chord Live 20 y , Top Chord Dead 7 4.2 w o Bottom Chord Live 10 Non -Concurrent r I Bottom Chord Dead 10 3 o TOTAL Load 37 7,2 ,I o I Duration Factor 1.25 Wind Speed 165mph d a Top Chord C.B. Sheeting by builder. �—° Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" sY'r i cz I—j Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 11.1dL.=Nesrraining Uead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: — Date:11/14/16 Revised:10/23/18 I 1r-sw I 3'4" ___ 5'4^___ 15'-10" Q WYNNE DEVELOPMENT CORP. 2E STERLING S 7 GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 /S