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HomeMy WebLinkAboutBUILDING SITE PLANSGulf Coast Supply and MFG Sy Crimp Metal roofing FL 411451.12 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 A5TM 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 staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE 2„ GRES .H. 3 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced o.c. at all laps and two staggered rows 12" o.c. In fie deck tytrusses using attachment detail on this sheet 0 5/8" thick light textured stucco on typical concrete block construction ■ 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' = F—O' ■ 0 12 SLOPE 1.4 COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" 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 detal on this sheet 12 4 SLOPS 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 staggered rows 12" o.c. in field. Attach deeck to trusses using attachment detail on this sheet -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one la�ier of 15 lb felt using Sd nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c'—,�_� in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE 12„ 12„ .. O.H. H. Finish Columns with 5/8" thick cut coral ® ®® finished stucco bands ® ® ®® . 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drgwall on 2" x 4" studs at 16" o.c. base —board ----,, 11 11 r 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts Braden t Braden AIA, PA Architects — Planners III S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenalascomcast.net Stuart. FL S4994 #AACOO0032 FRONT ELEVATION Wgnne Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida 5/8" thick x 8"w c' coral finished stucco SCALE: 1/4" = 1'-0' SCALE: 1/4' - 1'-0' ST. LUCIE COUNTY REVIEWED FOR Ct REVIEWED BY DATE? PLANS AND PERMT1 SITE OR NO INSPEI ALL MANurnv ,...,— - U FACTORS AND SH©C COMPLIANCE _a„ WITH FBC ENERGY COD W MUST ) ff AI�i ON ALL DOORSAND OWS UNTIL INSPECTIONS ARE APPROVED WORK THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. r BE KEJT ON JOB (S) WILI BE MADE CONCEAEO FASTENERS 0° ATTACHMI ARE 11 hE RF.SPOMIBILM Or THE COir'TRk=R Oi RECORD, ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE FERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Bwlding Design Ia: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof Pitch: 4.12 Internal Pressure Coefficient: ±12jg— Subjectabdity to damage from: Weathering: Negligible Termites: Vera Heavy Width of Roof End Zone: 3'_4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD design Load Combination: ASCS 1-10 Section 2.4 DL+LL: DL+O.6WL: O.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +204/-32.6 pat Roof Zone: 2. +20.4/-51.O paf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: J. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 pat Components t Cladding Wind Presaure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detai s Provided? Yea Minimum Sal Bearing Pressure:2 00 psi, Presumptive: X By Teat: psi ,SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --'%_ pat FLOOR DEAD LOAD: 10pat JOB ADDRESS: MODEL: GARAGE LEFT )ate Drawn Revisions 9-4-18 9-25-18 Client Requested Revis Drawn by: C.C.U. Checked bg: D.R.B. SCANNED BY St Lucie County /8//- �SJm 0 = Roof Zone I Walls Zone 4 Sheet 1. OF 5 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Comm # n FLOOR FLAN � CRASI-I POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" AREA CAI_CUI_,4TIONS N.T.S. Living A/C = 1,124 sq. ft. I. Contractor t0 verify ALL notes and dimensions prior t0 36" high by 4" diameter steel crash post. Floor Back Porch Total = 210 s q' ft. 2. roceedin p g with work. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts into Garage = 455 sq. ft, 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Front Porch Total = 94 sq. ft. a minimum 1,400 P.S.I. fiber stress. L" Total Under - Roof- 2,485 sq. ft. 4. No dissimilar metals to touch. 2%" 2�" S. ALL Concrete used for slabs shall be min. 2500 PSI concrete. '/," �" Total Volume = ft. ALL Concrete used for vertical filled cells cont. tie beams etc.. to ° xxrxxx sq shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix `� "3/8" ° 2%t" L. Drywall at ceilings shall be leveled and attached to bottom chord J of trusses with screws per FBC R-102.3.5. 2�" Attach buck to block wall with 1/4' dia. Elco comic screws with min. -1. ALL wood in contact with concrete shall be pressure treated. ° 1 1/4' penetration at 12" o.c, max S. ALL wall dimensions are nominal and not finished wall or stud dimensions. h" exterior face and 4' max from each corner thru 2" x V PT Buck 9. ALL plumbing fixtures to be low flow. d wall one, 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 no woad screws thru iamb into buck at max and handicap accessibility requirements. �" 2 /�" 2'/'" D e t a l l a t Door priortodio& attachment 12. Lowest finished floor to be set by Governing Building Department �„ L" NTS surveyor t0 Set In field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.4 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILL BLOCK PRIOR TO BUCK INSTALLATION Water Heater Install windows thru buck into block with 3/IL" tap -con with 1 1/2' penetration at L" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 p from each corner and 20" o.c. max thereafter Band twillaper prod cot "approvalx 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 Exterior face 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Back to be I' x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varlea materials exposed on the underside of the roof deck or on the attic walls shall comply UD, M with F.B.C. R314 - see permit info box of code edition 18. board material shall conform to ASTM C36. C19, C4_15, C514, C630, C931 I"x4" P.T. Buck nailed to 4(�plum C`i6O, C1002, C1041,C1177, CII-i8, C1218, C1395, or C1394 and shall be installedDetail D e t a I l lock with case hardened malls a t W i n d oW S prior to window attachment according to the following: (FBC R102.3.5) Masonry Beam I" x L" P.T. Buck Waded to / block with case hardened Walla NTS Drywall Location Orientation Framing Max. spacing Nod sizing opti Thickness Member of fasteners ons for drwall Into installation of 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 C11I8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 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 #11451.12 24ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss ath (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip cia Fa Edge E Fas 2" x 6" 5ub-Fascia Kagcan full o vent vmgl soffit i using 1/8' dia shank x 1.5" long roofing nails with 3/8' dia. head product approval -see chart sh 5/8" thick light textured stucco on typical concrete block construction #S bar Vert. w/ 30" overlap at each filled cell Grade 12 4 PRE -a N24NE ER YPICA TRUSSES (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 (1) #5 bar cont, in each row. Substitute ed precast lintel filled with concrete and (1) #5 bar cont_ for bottom row over openings 1/2" drgwall over I" x furringg strips at IV o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. sic Mortar to be Type "M" only proportioned per FBC R407_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 (l) #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VX40 #10/10 WWM on L fill Visqueen over clean compacted termite treated fill I I ""I I,-1 1j I I I I ' I I I 1, i�� l- \ 14" x 14" Concreto footing I with (2) #5 bars dont. and #5 TYPICALSECTION transverse bars of 48' o c Scale : 1/2" = 1'-0" 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 3/16" tap -con with 1 1/2" penetration at C' o.c. max. from atnsill per and 2Oductca approval p P Pp I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 4`' 1 1/2" Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding D oor D e t a I I from penetration at L" ." max. from each corner and 20." o.c, max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Undow Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5!/s"x V-3 ia" 54%"x 0%4" Single Hung ZONE 4 2. V-Zls"x V-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2'2" 21h"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3 %a" 38' x L3'/4' Single Hung ZONE 4 S. 4'-5%a'x 4'-2%" 544'x 54V Single Hung ZONE 4 L. 2'-2" x 2'-2" 25" x 25 %4" Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor manufacturers specs prior to construction Door Schedule Size Rough Opening Door Description PRESSURE ZONE 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 fA 3'-O' X V-8" 41" x 83 �," Fiber lass Panel - Inswing ZONE 4 5'-0" X L'-8" TV x 81 '/," Sliding Glass Door ZONE 4 2'-0' X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %" 2'-L" X V-8" Sohd Core - Wood - L-Panel 3'-0' X V-8" Surface mounted S.C. - Wood L panel over 32' drywall opening 2'-8" x V-8" x 1 N' "id Core Wood, Steel, or Masorete Door H 2'-8" X V-8' Solid Core - Wood - 6-Panel J 2'-6" X V-8" Sohd Core - Wood - L-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I 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 by contractor with manufacturers specs prior to construction Braden It Braden AAA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 I o- N im AiC it N W. nne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida EGRESS 12'-8" MASTER BEDROOM 8'-0" A.F.F. OL Flat Ceding 8„ Vanity be /O 34.5" high / 3'-0" 6'-4" ,r CLOSE Im o°c �I e N1I► W Opt. PATIO SLAB zr-o° zr-0" COVERED PORCH I 201-8" 1 1 1 G I T ROOMN 8'-O" to 9' I8" A.F.F. Vaulted Ceding I I I I Align cabinet with outside of ref, wall1 9'-6" Vert. in N into e O c+l O I 0 tn - - - BAR TOP - 01 - O Pantry 1 _ I :a Cabunt 1 0 o Nj]w1 ® Ln LINEN CABINET I I �91 Vmxy _ JUNIOR venrty to be I KITCHEN O 0 O MASTER 34.5" high I 8'-0" A.F.F. N `" BEDROOM I Flat Ceding Q Upper cabinets I 8'-0" A.F.F. to extend over Flat Ceiling = REF_ REP. sL• OPENING - - - 5 Shelves WH -II Batts provide Auto O 3+15" high be WDER 0 Closer on Do 1 W ® r .- gC 4"� Steel Ballard 22 x 54 ° U! See detail on 1AtLc Access I -3" rh IL L this sheet wt6 kght Clear wall I s - - - - - space for G'_4„ a 5'-2" door I h 150 Amp 10 33% knee NYl Panel CAR R O space u( F `" NOOK Q� H.B. GARAGE 5'-8" I p o C14O 8'-4" A.F.F. R-II Batts m Flat CeilingB a -----------------------------i H m 1 � O j 0 MT 11.03 p in rc I Block walls in Garage I 0 LAUNDRri N I to be struck block of rc I I R=01*�Asi lee I I - I I TEMPE ED� � In line I I iv with door I I s to laundry ;s a„ COVERED M 12'-8 o PORCH IIE9D ElN A 2'-81, IG'-O" 3'-8" II'-8" 2" 22'-4" MODEL: Date Drawn Revisions Sheet Comm # GARAGE Drawn 9-25-18 Client Requested Revis LEFT Drawn by: IMPACT C.C.U. 2. Checked by: D.R.B. OF 5 Z:) I r\UL. I L.4�/-AL- IX``/ I >_%D: 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 2,600 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR rr 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1, Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o,c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade X. meeting ASTM A-14 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 50" overlap SEE TYPICAL with concrete and at each filled cell SECTIONS one #5 bar continuous '4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Yisqueen over clean compacted termite treated fill 14" TYPICAL FOOTIN ` I4"w x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q foundation plan .:7 .,�. 12" x 12" concrete column block filled with concrete and (2) a1 bars vert. tied into lintels above Top of footer 16" below finished floor ,i" 7 (2) #5 bars Cont. bottom steel 12" E STEPDOWN SCALE 1/2" = I'-O" Verifg house slab height in field _111 �IIII 3011x30"xl6" concrete column footing with (4) #5 bars each way SCALE 1/2" = 1'-0" c SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark size Description T 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) 11:5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 0 14"w With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB S 0'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 14" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill a i=P Ad-\ 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 5GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade Floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location I DO •, 5•• ..4r Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 a"- 4'-O° A /C b N I I I I IQ I I I I I I I I 9 14'-O" ------------ - — — FI FI I I® 4 I 7li, 12" x 12" Concrete column block filled with concrete and 1 0 — (2) #1 bars vert. tied into Ul lintels above o n f J 0 Rear Porch Slab to 1 I I be poured separately 9 N t from House Slab_ , 21'-0" I Thicken footing to I I 24"w x 14"d x 24"L a under filled cell l girder bearing - o III o „ p p O 0 G.under —————————— Rear Patio/Slab to — — --,IS FI FI be flush with bottom of sliding door recess. Slope I" I I` , I' r- '- I I F- I Ck FI I I I I I I FI I 4" concrete slab with fibermesh OR I �- I; I] 6"x6" 1*10/10 WWM on 6 mil Visqueen over I �_ clean compacted termite treated fill I F_ I li f- i I I IF I I I I� I I I 1 DWI I I FI I c I I I I i I ODI I I Q:J ql I L-------I ---- -- O I i I \ IIF- 1 ® 4"4 steel Ballard 1® Shia sheet) 2'-4, I I � I c gI I I Panel ° nel� I I © I FI 1 c `~ 4" concrete slab with fibermesh OR 1 1 p 6"x6" #10/10 WWM on 6 mil Visqueen over I 1 1 N clean compacted termite treated fill a 21'-O" 1 I FI N L—�-- Q E I P5 I o a N Fool a) r I O F5 I I I � I 8,I I F5 21'-0" L--— — — — — — — — — — — — — — — — J TTI Recess for i n.� ( a4 e so @ I I I 000 • I FI � I in 2'-8" I6'-O" 3'-8" II' -a" 2" 22' - 4" 35'-O" UJ(�nne Building Corp. MODEL: Date Drawn : lRevisions : Sheet 9-4-18 9-25-18 Client Requested Revis Comm # THE MANOR it LEFT Drawn by: GARAGE IMPACT Checked Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum m Sheet Thickness 19/ 2 Sheathing T h 3 CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank -76 psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a I to 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam black steel. Provide Cast -Crete BUB-OB/OT precast lintel set in mortar-, Mil 8" Bearing Verify with Plan 12"x 12" II11.1 I Column Block Rebar to Lintel Provide 45 bar set in pre -cast R O O F FLAN Scale : 1/2" = I'-0" lintel into beam where length of the opening calls for it. — Overhangs at 1'-0" unless otherwise noted On this Sheet — Roof pitch at �l unless otherwise noted on this sheet �:-... Provide PT Buck f =.J attached per jamb "details into filled cell " ' 4" Pre -teat ... J 1.., : L. If- — Truss shop drawings to be provided by manufacturer An changes es to plan sha ll I be submitted tot e architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Pilled Cell to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie %filled cell steel into contmuoue / foot steel. l" Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" Ir it SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. lag of truss with IOd x 1.5 nails at 4" o.c. II Simpson MGT into wall using die. threaded rod set min. 12' wet beam and (22) IOd nails into truss Reber 48 Bar Dia. TRUSS BLOCKING DETAIL ., .,, Min. Overlap AT GIRDER STRAPPING AT CENTER BEARING POINT Attachment NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be I9/32' CDX Plywood nailed at G" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 d 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two ata�gered rows 12 o.c. in field. Attach deck to trusses using attachment detai on this sheet Additional Precast Lintel #5 bars ;•. r •(j �i+ .S. ,, CLEAR Lintel Length Bar Length ClearB Span "A" Bars n " Bars '-G" T-10" 2'-8" 2,#3 none i <•'i i ''• " i i i 3'-C 3'-4" 2'-2° 2,#3 none 81"l8-OB/IT 8F8-IB/IT 8F8-IB/2T Additonal 4'-0" 3'-10" T-8" 2 u3 none 45 bars .; ' i; . 4'-4" 4'-4" 3'-2" 2.43 none me Row of "H" 5'-4" 5'-2" 4'-0" 2 #3 none Block Above i:7t>;:,; 5'-10" 51-8" 4'-4" 2,44 none ;.:..,; "'c,•=:::,' Precast Lntel rr i our;+ i i Additional ' G'-G" G'-4" 5'-4" 2.#4 none #5 bars t-___y " 1'-O" 6'-2" 2 u5 none BPIL-IB/IT BPIL-IB/2T 8'-4„ Z'-10" T-O" 2,95 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage or steel=I.5" 2. min. bearing raqwred a ea. end=e" 3. standard for roll steel ASTM A615 TYPICAL LINTEL SECTION( ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark W1nQow or 6 Urnt kith Lintel Slze Bast -Crete ecdication Rows o "H" Block Above " • Bottom Steel Size Top Steel Size Max. Gravrtg Load (PLF) Max Uplift Load (PLP) Max. Lateral Load (Il L22 T-2' 3'-L' BFB-OBAT I #5 30L9 1644 1024 L31 2'-0 2'-8' 4'-O' BFB-OB/IT I #5 2541 13L3 113 L45 4'-5' S'-10' 8F8-05/IT I #5 IIOS 909 339 L50 5'-0" L'-V 8F8-OB/IT I #5 1238 e36 121 LLO 6'-8. T-0 8F8-05/IT 1 #5 1011 121 534 LBO 1 8'-0' 1 T-4' aM8-IB/2T I #5 2 #5 152 sail 612 L90 I 9'-O" I 10'-e BF8-I13/27F 1 #6 2 #5 643 530 401 L90B T-O' 10'-V BFIL-Il ONE 1 #5 2 #5 1533 1183 401 1_I00 10'-0" II'-4" BF8-I8/2T I #6 2 #5 582 494 462 LIOOS 10'-O' II'-4" BFIL-IB/ZT ONE 1 #5 2 #5 13LL 1 1028 452 L120 12'-0' 13'-4' 8F8-IB/2T 1 #5 2 #6 411 428 324 L1205 12'-0' 13'-4" BFIL-IB/2T ONE I #6 2 #6 1016 110 324 L140 14'-O' I5'-4' 8111il /2T ONE 1 #5 2 #5 1250 609 259 LILO IC -ON IT-4' 8F8-83/2T I #5 2 #5 300 I442 1 194 LILO$ I IL'-O" IT-4" BFIL-IB/2T F ONE 1 #6 2 #5 950 j9O 1 144 - 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 REiGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss With (10) 10d x 1 1/2' nails - ( 24' o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Kalican full a vent viagl soffit installed using 1/8' dra shank x 15" long gale, roof ing male with 3/8' ilia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bare vert. tied ""' into Iintals above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " do at each web on 3/8" hi -rib lath ntal and vertical wood r staples to provide 4" penetration into min g end 3/4° penetration Praimng members 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vart. w/ 50" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan -777 Brace Gable and with 2" x 4' SYP #2 art back nailed to bottom Of top chords using (2) IOd nails at each truss — RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 11R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and lD #5 bar cost_ in each row. Substitute precast lintel filled with concrete and lU #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 fl-fed -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar joints shall comply with FBC RLo1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). `Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx4' 910/10 WWM on L fill Visqueen over / clean compacted termite treated fill 1111=I I I I=11 ; 1111=1111=1111=1111=I I I I=1111 (III III— ' '•``'.� =I I I I1 I 11= ( I I I=1 I I 1 I I I i� I I- "' III=III=1111 11111111111, 14' F -1111, ,illll Illl -li—i1-1�11 3 Typical S-�ctlon at Front F'orc� Scale : 1/2" = 1'-0" to / N � X .� a3 �t U J <[ m 4J All H +' o LLl w a ei So d) Q °wc^O ryW u o0 E� O CT) w C :3 Simpson HETA 20 Strao truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in apoxg with lain 0.e iir.bff HETA 20 /— (22) IO0wnaiI1_i to trigs „Add f lil INN Fill 11 INA N.WWAA E VA own ��A P 'J IRS I WO WA__ EVA crimp metal roofing at ,q FsLopi 'Mroo!9cl, 1 Z) Ile, III felt Una laps fastened with corrosion rill i ca�s Side s and 6" end 1.251, ring shank mails BI =d 4" ro.c. at all laps arid t" to t asses :are rol Olt I. tk z.c. in field. Attach Attic Accvw with light BE co Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Provide (2) HETA 20 straps at this location 0 LU N F- LU PANEL "A" Poles BR Load Wire Description circ# Circe Description Wire Load BR Poles 2 40 1.0 kw #8 A/C camp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 1 s 1 20 1.8 kw 812 Pump 9 10 Driisr 410 5.0 kw 30 2 II 12 1 20 1.5 kw 012 13 1 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave I5 16 Refrigerator #12 1.2 ku 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts #12 20 I 1 20 1.5 kw $12 Kitchen S.A.C. 19 20 Recepta #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.91 kw #12 Garage Door Opener 23 24 Recepta #12 20 1 I 20 1.4 kw #12 26 24 Recepts #12 20 I 1 20 1.42 kw #12 21 28 Recepts #12 20 I 1 15 #14 General Lighting 24 30 Recepts #12 20 1 1 15 #14 General Lighting 31 32 Recepta 912 20 1 I 15 #14 Grneral Lighting 33 34 Exterior GFCI #12 20 1 - 1 15 #14 General Lighting 35 36 Bathroom GPI 912 20 1 I 20 $12 Smoke Detectors 31 38 General Lighting #14 5 1 - I 20 #12 Bathroom GFI 1 39 1 40 1 General Lighting 1 #14 15 1 - s are 41 1 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting. l3. watts sq. (t.) ...... Small, .Appliance. Circult(s)......... . ................ . . . . .. . . . Range ... ......... ......... .................. ............. Refrigerator ........... ... Microwave Dish Washer . . . Clothes„Washer .............................. ................ Clothes,.Dryer................................................ .Water, 1.leater................................................. Water, Pump ................................................... Garage. Door. Opener ................. ....................... 1135 3 5,205 2 1,500 3,000 1 12,000 12 DOO I 1,200 L,200 1 1,500 1500 1 1,200 1,200 1 1,200 1,200 1 51000 sOOO I 4.500 4.500 I 1.800 000 1 810 810 Total Watts 31415 First 10000 Watts s100% 1 10,000 10. 00 Remainder 21.415 e40% 1 O Io,9LL Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9116 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps L 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Switch 19 1 Recessed Can Light S, Double Pole Switch ® E eball Recessed Pe Push Button Switch . - Exhaust Fan Duplex Outlet y Carling Mounted Light Special Receptacle 0- Wall Mounted Light waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet @ I Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light TQ Thermostat ® Electrical Penal ® Central Vac tc:--4 Electrical Meter ® Smoke Detector Carling fan © Television Jack ❑t Telephone Jack nc oso A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up I❑ Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: A/C disc. #2/0 Aluminum feed ASMOP I SS• Condwt �� FA FL 121 CFM IOXIOXL MASTER BEDROOM 123 CFM IOXIOxL L+514 A � n n 31CFM Vent thru IOxLxL SoPPi�-- -- S/A 1o"---_ -1 221 CFM I lOxlOx8 9 CFM B"xRT7C'LO,E T JUNIOR MASTER BEDROOM 93 CFM IOxIOxf AiC W.H. SEE MANUAL "J" and Energy 6 ;I' �- 4"O Steel Bollard Calculation for Unit Info Sea detail on this sheaf I. Use copper were only, no aluminum. 2. Provide and wire all required smoke detectors. TE 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. prft/f 5. ALL bath and kitchen receptacles to be GFIprotected. 1• PVb. ALL exterior outlets to be WF/GFI protected.1. Recessed cans to be installed per NFF'A requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2• nwin9. A/C Return Air Balance Must comply w/ FBC RMI402r in slab 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC ELECTRICAL RISER 2 CAR GARAGE 12" C COVERED PORCH I I I I I GREAT ROOM I 221 CFM IOxlOx8 r DW I I KITCHEN 11 I 116 CFM O F\ i A- - I L 9 1 F\ W, I �\(� O 22" x 54" 'Attic Access `Z Q with fight L------ t t%_ AJ r------------------------------- 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 15 CFM IOxLxs - - - - - J Q 0 ____ 2 CF Soffit Bx4 OWDE Yent-'tFTu I NOO II y 48 CFM 40 FM < IOxLxs IOxLx5 AUNDRY W I rc I0 COVERED PORCH 11. ALL work allbe Equipment shall comply with energy calculation �{ E ^ /4 I C A x \/ ^ U T 12. All work shall be performed by a licensed electrical -Contractor Shaw use AL-CU Lending loge. NTS I ' I (`.i" /f�\ IT (vJ contractor, the completed system shall be fully operative. - Contractor shall toque lugs I.A.W. 13. Contractor shall pay for all fees, permits, tes{ing and manufacturers recommendations which inspections including blower testing where required. shall be verirred prior to construction 14. All work shall be coordinated with other trades to avoid O =THERMOSTAT LOCATION SCALE: 1/4" - I - O interference with the progress of construction. 19. The electrical system shall be completely and effective)" 1 dad as re )red b the latest edition of the N E C 15. All required insurance shal be provided for protection grown qu y against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All racewa s and pipes laced In or through an concrete 9 PP P 9 y all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. 18. proper working order. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone company. FBC 2309.1 Attic Ventincl Calculations Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 1(.68 sq. ft. required Exhaust Duct Thru Soffit . WP Install owlet under disc. not shown or clarity A/C MASTER BEDROOM \ TV \ \ I \ I r Manor DetectManowdoDeDetectorCo Canbo I6" CLOS�T 1� I IN560®M ---I CLOSET I � h I / S JUNIOR / MASTER' // I / / I I / / I / 50 CFM / FAN W.H. 42"h GFCI Opt. PATIO SLAB WP GFCI T� I CGS/VERED PIORCH GREAT RObM II II I I 11 /arbon /I / I / I / atect7 / I I in 1 is I 1 F5 rZ, �� ►i►� - - i p cill Steel Ballard �Ze AS'c Shia e desheet) on with Iiphi 1 L---- I Pull chain, light in attic pp 50Ap Panel 2 CAR GARAGE OPTIONAL PANEL LOCATION PB 42"h GFCI ------------------------------ Garage Door Opener I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I / L/NOOK 0 ER Exhaust Duct Thru Soffit 4" Exhaust "a Duct Thru Wall LAUNDRY - / I i is a R I I Wire For Front Post wP GFa Light / COVERED PORCH - - 30" ELECTRIC,4L FLAN it , ii Post Light ith Photo eellw� Provide A Continuous Vented Soffit SCALE: I/�f = I -O Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Wgn ie Building Corp. THE MANOR it Spanish Lakes St. Lucie County Florida MODEL: Date Drawn : Revisions 9-4-18 9-25-18 Client Requested Revis GARAGE Drawn by: LEFT IMPACT C.C.U. Checked by: D.R.B. Sheet Comm 3f E -1 18-52 OF 5 DARRANGIE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! 0 Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 30' Sp n or less au to U Span A Spre er Bar ' e 60 degrees or less Tag line 40. 12 span mma * Tag Ane *—,-,,PIP.. 2/3 to �` approx. 12 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bea11 ring walls, headers, beams, & lintels must be in place at indicated height before trusses are installed.AS /11! \ AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handles in the roof or for any other A/C requirements. This may be iin conflict with building code and A/C Design requirements. Consult with Building Department and A/C !\ WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the'problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe'erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch 2/12 ®VAULT BRIG WALL @ 81- 1" HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDER JACKS ARE NOT BEVELED. SEESTANDARD 2r O.C. THRU CORNER JACKS ONLY � CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 4i- 3-15 0 1-00-00 C6 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL "'14 � 12 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT V-1" END DETAIL: VAULT 15 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED e undersigned acknowledges and agrees: 1. Trusses will be made in Shia accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. AN dimensions in this layout have been verified by the and rsgned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the IXndersgned agrees that no backs barges will be allowed. In the event such written notice is furnished Chamber Trusts o rc hag have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. ti o zWar 10 days of delivery remedy wig be according to Florida statute 558. 4. The undersigned acknowledges receipt of'BCSr summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for derrvery. Chamber Tnss has e sole authority to determine the suitabdily of the job site or a portion of the job site for delivery. Chambers Truss wa responsible for dump delivery only. The buyer is responsible for additional delmy expenses if Chambers Tess has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsbke to Chambers Truss for lowing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to charge if any charges are made in this layout A $50 per hour ee for revisions may be chased by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable prim voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date d elivery 'd buyer cannot accept delivery of fabricated tosses. The undersigned agrees to pay Chambers Toss easonable attorneys fee for collections in event of payment not tirrlely made. 1-112 % per month service charge wig be idded far all suns not paid within terns. B. Signature or initials anywhere on this sheet constitutes agmennent to all terns herein. 9. In consideration of Chambers Truss extending credit for Its material the undersigned unconditionally guarantees ayment when due of any and all indebtedness awed to Chambers Toss by any entity receiving material and the nderslgned agrees to pay such indebtedness including attorneys fees. d default in payment for material be made by the ticipient 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Lurie County, Florida. 11. Design responsibilities are per `"`National Standard And Recommended Guidelines On Respo sdlitities Foe tructiom Using Metal Plate Connected Wood Trusses ANSUTPVWTCA 4 - 200T"' 12. Warranty is per Chambers Tess Warranty attached. - TITLE A spreader bar may be required per "BCSI" to prevent Injury 8r 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 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. .11110111k. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywoo�tl, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Olean er venue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772465-2012 Fax 772465.9711 Vero Beach 772-569.2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBIERSTRUSS.COM DESIGN CRITERIA shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from grgylty and uplift loads and their re five locar't1n�s�a Approved B Date:LL _ 1-.1 Braden & Braden A.I.A. P.A. LOADn1GNESGH crurEmA RenuoisLE PER CODE SUCH AS SBC 160/.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(DirectionaIyG-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 g Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed , Building Category It: Non Restricthre Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11439 SCALE: 1/4" = V-0" 82 total trusses, 16 unique designs Designer: BLW Reviewed by: Date: 09/11/18 Revised 09/21/18 FOR `75/?81- Wynne to S- tiaso5 DESCRIPTION: MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11439 tW yeall-k