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RC-17-2993 (4)Miami Shores Village A 2 911 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.ILL �� 2 n ` zs `i PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR RAWINGS JOB ADDRESS: AIE 9z/ Y y - r City:5 �/�( 1000 Miami Shores County: Miami Dade Zip: Folio/Parcel#: O'/O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): EL/r 115r4-VO . 1rIa0 iGL �'Ghri2 — Phone#: Address:°� �� E� /V//9 City: '/�Q / -.; .520A1a State: Zip: Tenant/Lessee Name: Phone#: Email: - 7 CONTRACTOR: Company Name: o �5�� ckX�n Phone#: r e (D — z02 - (23 7 Address: n S S S� q CI 8-- I SE I" N1b City: 1 �%• State: Zip: Qualifier Name: vv �o Phone#: State Certification or Registration #: C-G C 1-S 2 LA (0 b 45 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: Value of Work for this Permit: $ �� Square/Linear Footage of Work: ip0 O Type of Work: ❑ Addition ❑ Alteration ►❑ New ❑ Repair/Replace ❑ Demolition Description of Work: e•Nµ+:W:.:(r. G•w't.•: A"x. •:Y.i'n+i..eri.H,arvM'v`v+✓.Yw •M•'.ww, w ro/or Submittal Fee $_ Scanning Fee $ _ Technology Fee $, Structural Reviews $ tile: Permit Fee $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ T (Revised02/24/2014) s Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature %�Yy+'�l l Signature ✓• OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this v day of % e 20 19 by n 2� day of �� 20 by �ICJil (,' a/2h-'0-GGL4who is perso!_ nally }1 known to A'Qlv•O 1'01(� who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:e 44*---,� Print: Print: Q1nQ C 4 �1 MILENACHICIUC W-ASeal: •( WOOMMIa3S� SO022MM Seal: � MY COMMISSION # GG 120106 ;; E G%tE&**123. 210 EXPIRES: June 29, 2021 ' •.M.. •�j Bp�dedlhu PuEklh-de Mere . , S•;�' Bonded Ttw Nobuy PrbliC UndatrRNert rs*******ss*****ss**s**ssr**•***�r******rs****s..:*.***rrsss**s*****ss******r***.**s**•*�:*�.�**:*********** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 0 STS I / -Customer Information: Name: NAVICON CONSTRUCTION Address: I., I, Ir.l%#; Superior Truss Systems, Inc Cover Sheet I 8500 N.W. 58th St Miami, FL 33166 Order # Office: (305) 591-9918 JOB # 16797e Printed: Wed, Apr 10 2019 Contact., Office or Home Phone: Cell Phone: _ Fill in later City, State, Zip: Fax: Description: ADDITION @ 94 ST Region: Invoice Number., Customer P.O. #: Invoice Date: Address: City, State, Zip: Payment Terms 1234 NE 94TH ST MIAMI SHORES, FL 33037 Fill in later Salesman: I Designer., Fill in later Mariela 0000 •••• •••••• Loading Information: • • • • • • .' Roof Loads: Floor Loads: • • • • • • • • • • 0 * 0 • 0 j TC Live: TC Dead. ; BC Live: BC Dead., TC Live: TC Dead. BC Live: BC Dead: • • • • • • 0- • • •• 30 20 0 10 40 10 0 5 • • V . • � • • •••• • •• ••• • • Bldg. Code: Wind Std. Wind Speed. Bldg. Type: Wind Exposure: Wind Type: go** �• :1lates: • • • • • • • • FBC 2017-HVHZ RES ASCE 7-10 175 Residential - CAT II D MWFRS & C8 C• • • ` ITW •I• • • •. • . • Pages or sheets covered by this seal from: 1 thru 3 Total 3 drawings. With my seal affixed to this sheet, I;erebyCertify t!at •1 am the •. •.: • ••••• Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional;Rgineers Rules. Chaper 13 of the Florida Building Code. • • • 0 0 0 • •••••• • • . This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design d*avArgs listed below. The suitability and use of each truss component for any particular building is the responsibility of the building designer, per TPI 2007. OSCAR CORRAL P.E. STATE OF FLORIDA REG. NO 12467 - 8500 NW 58 ST, MIAMI, FL 33166 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 T1 389910 2 T1A 389912 3 T1B 389914 OFMWUS STRUCTURAL DESIGN LL C SHOP DRAWING REVIEW REVIEW [7 Review of shop drawings prepared by a specialty engineer is only of a cursory nature to determine that the submittals have been furnisbed, and that the submit'91s have been Signed and sealed by the sue.,., „tf-v engineer. No detailed check of calculi,,, ,., has been Performed. No data Maheek of dirnc'nsinns or quantities has base MWe. The specialty elnvin.eer siSft and tn8}ing th- li-, ng s will •>0101y responsible f : c:ctural .;..ivacy of the proposee .3-tv, system. ?SD Will not be res:f; :k ,r any Wficlencies Qtl.aW <htri-V.V fq _')1X • pst-'n by improper design nscaltla;�Y ether operations rOat . +ue sy < ern ,1u draoo, these wings. �j Page 1 of 1 �z 0 ST /FSS�O Iff�llrrlllltli�� 16797e TRUSS BRACING REQUIRED BY TRUSS QTY TRUSS Brace Qty Type Size Length Total Ft. 2 T1 2 CLB 2x4 02'04"03 12 TOTALS 2x4 12 Ft. CLB 2x4 12 Ft. TOTAL • Job Number: 16797e Ply: 1 SEQN: 389910 / T7 / COMN ADDITION @ 94 ST Qty: 2 FROM: JP DRW: Truss Label: T1 Wgt: 151.2 Ibs .. / ... 04/10/2019 12.8• _� 19'S' + 25.4• SEAT PLATE REQ. SEAT PLATE REQ. L 25.4" �-- 2.4- ---I �- 47/16" 4 / 6- Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 20.00 Speed: 175 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 60.00 Mean D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.33 MWFRS Parallel Dist: 0 to h/2 Spacing: 28.2 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP SS Bot chord 2x4 SP SS :B2 2x4 SP #1: Webs 2x4 SP #3 :W2 2x4 SP #2 N: :Lt Stub Wedge 2x6 SP #2::Rt Stub Wedge 2x6 SP #2: :Lt Level Return 2x4 SP #3: :Rt Level Return 2x4 SP #3: Bracing (a) Continuous lateral restraint, equally spaced on member. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Member design based on both MWFRS and C&C. 3-5/8" L r 10, 7'3-9/16- + 24-�{ 7'8• , 17'8• 24'11-9/16' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactionsyibs) • Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc A /41 • / Rw lF" ? RL / W ' • • • • Pf: NA Ce: NA VERT(LL): 0.100 H 999 240 •••• B 2V J / 1497 / 1459 / -• / 663 / 8.0 • • •/9 Lu: NA Cs: NA VERT(TL): 0.292 H 999 180 L 2282 19*7 / 145t ! • / - / 8.E • • • • • Snow Duration: NA HORZ(LL): 0.043 H - - Wind TAL' "based on C&C • • HORZ(TL): 0.084 H B Mir• &rj Width Reg" 2.7 • • • • • • Code / Misc Criteria Creep Factor: 2.0 L 4%grgodth RecC= 2.7 • Bldg Code: FBC 2017-HVH f@IaSTC CSI: 0.740 surface. id B & L are a s rigid Bearin 9 9 • 0: • - • TPI Std: 2014 Max BC CSI: 0.912 BearAlsV8%require at pl te. � s g� • • • • • Rep Factors Used: No Max Web CSI: 0.858 • • go 0000 • • • • • - FT/RT:20(0)!10(0) Mfg Specified Camber: MaXimem•Top Chord Forces Per Ply (Ibs) . - Chords Tlns::omp. Plate Type(s): • Chords Teni.4 n _ WAVE VIEWVer:17.02.01A.1114.21 A -B• *7 0:•8*t0 172.3 -27% B - C• • • 162$ - 3084 • E i E 16" &WO C - D 1726 - 2760 • 9-Go 1 �7 S •••• Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 2466 -1049 H - F 2462 -1088 I- H 1669 -456 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 1 0 D-H 991 -684 C - 1 616 -592 H -E 614 -590 1- D 999 - 686 K- G 1 0 "WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building onent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary -- ��«�-----�. g per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ed ri id ceilin .Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, -1q g f g y )licab�e. Apply plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 1gs 160A-Z for standard plate positions. 'p a division of ITW BuildincQ�Components Group Inc. shall not be responsible for any deviation from this drawingg any failure to build the n conformance with ANSI 1, or for handling, shipping, installation and bracing of. trusses. A seal on this drawing or cover page. 1 this drawing indicates acceptance of ppro esslona engineering responsibility solely for the design shown. The suitability rse of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 16797e Ply: 2 SEQN: 389912 / T6 / COMN ADDITION @ 94 ST Qty: 2 FROM: JP DRW Truss Label: TlA Wgt: 302.4 Ibs .. / ... 04/10/2019 Loading Criteria (psf) TCLL: 30.00 TCDL: 20.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 60.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 48.0 " Lumber 5'11" 12'8' SEAT PLATE REQ. SEAT PLATE REQ. 2.4- �p 4 Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: 11 EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Top chord 2x4 SP SS Bot chord 2x4 SP SS :B2 2x4 SP #1: Webs 2x4 SP #3 :W2 2x4 SP #2 N: :Lt Stub Wedge 2x6 SP #2::Rt Stub Wedge 2x6 SP #2: :Lt Level Return 2x4 SP #3: :Rt Level Return 2x4 SP #3: Nailnote Nail Schedule:0.128"xY, min. nails Top Chord: 1 Row @ 7.50" o.c. Bot Chord: 1 Row @12.00 o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Member design based on both MWFRS and C&C. 7'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 TPI Sid: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 25'4" 0' 1 T8" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.085 H 999 240 VERT(TL): 0.248 H 999 180 HORZ(LL): 0.037 H - - HORZ(TL): 0.072 H Creep Factor: 2.0 RFRSTC CSI: 0.602 Max BC CSI: 0.777 Max Web CSI: 0.420 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 T4��q.{� 2-4- ♦ Maximum Reactionw(lbs) e Loc 4 /•L?• /Rw 7f2R9RL /W `•*0• B 3885 / 2549 / 2484 / 9 / 1130 / 8.0 • L 3M :2%29 /24M?* /- /B.Os•s•• Wind"I'LOA 1b11S based on CBrC • • B Min Bi@sWidth Req� i 2.3 • • • L Ai0 P6ggWidth Reg = e2.3 • • � Bearings B & L are a rigid surface. •' • • • BeanMV A: require a sge9tQlate. *-*so e• •• eggs so•ge• MaxWRnmT@* Chord Fords Per Ply (Ibs) g g Chor:s AnCComp. • Chords Tens._Corwp. A - Bs 617 0: • b�-�' t ir 14§7 - 23,V B - C s • ol 31: - 2626 134* 9-013k C - D 1470 -2350•a Ci 117 e • •g Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 2100 - 893 H - F 2096 - 927 1- H 1421 -388 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp.. A-J 1 0 D-H 844 -582 C -1 524 - 504 H - E 523 - 503 1- D 850 - 584 K- G 1 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly _ q attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to � e drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinggs�Components Group Inc.. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses. A seal on this drawing or cover page, listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 16797e Ply: 2 SEQN: 389914 / T8 / COMN ADDITION @ 94 ST Qty: 3 FROM: JP DRW: Truss Label: T16 Wgt: 288.4 Ibs .. / ... 04/10/2019 25.4" 5'11' 116X8(G2) SEAT PLATE REQ. 24' T4" 25'4' 10, 17'8" BEAT PLATE REQ. 7'3-9/16" 24'11-9116" 4-�6- li Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ MaxYnurn 5eactions TIbs)• TCLL: 30.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R• / W • / Rw /*rRL I W' • • • • • TCDL: 20.00 Speed: 175 mph Pf: NA Ce: NA VERT LL : 0.082 H 999 240 ( ) • • • • B 39p7� 1 ��6� / 2484 / -• / 1017 / 8.0 � • BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.241 H 999 180 J 3376 /41887 / 1936%e * / - / 8.(? " • • • BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.032 G - - Wind W161sbased on C&Q • • EXP. D Des Ld: 60.00 HORZ TL : 0.063 G ( ) B MirrBr Width Re F• 2.3 • 9 q • • • •' • • • NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 J 0%Ijrs Vdth Req� 42 • TCDL: 5.0 psf Soffit: 2.00 BCDL: 5.0 psf P Bldg Code: FBC 2017-HVH R ES TC CSI: 0.597 Bearin s B & J are a rigid su ace. 9• B J e •; •' • Load Duration: 1.33 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.834 Bearin s e uire s t e. • • • • • • • • Spacing: 48.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.451 0066 000000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: MaxiiD&A4ApChord Forces Per Ply (Ibs) Chor Tens�omp. Chords Ten GCpi: 0.18 Plate Type(s): � . oml._ Wind Duration:1.33 WAVE VIEW Ver:17.02.01A.11 44.21 •• A-B• 1q7 0 • D••- • 152$ -2407. Lumber B-C�•.1411-2644 • E61� 144t•02600, • C - D 1493 -2368 •00 Top chord 2x4 SP SS .0 Bot chord 2x4 SP SS :B2 2x4 SP #1: Webs 2x4 SP #3 :W2 2x4 SP #2 IN: Maximum Bot Chord Forces Per Ply (Ibs) :Lt Stub Wedge 2x6 SP #2::Rt Stub Wedge 2x6 SP #2: Chords Tens.Comp. Chords Tens. Comp. :Lt Level Return 2x4 SP #3: B - H 2116 -1060 G - F 2162 -1097 Nailnote H - G 1438 -523 Nail Schedule: 0. 1 28"xY, min. nails Top Chord: 1 Row @ 7.50" o.c. Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @12.00" o.c. Webs Tens.Comp. Webs Tens. Comp. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails A - 1 1 0 D - G 904 - 627 in each row to avoid splitting. C - H 527 - 506 G - E 552 - 539 H - D 846 - 576 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Member design based on both MWFRS and C&C. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly _ -_ __ attached r gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, - as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. �tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this dra,win ' any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page, listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. General Notes Notes Genera/es Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que frequency or location of temporary lateral restraint identifique la frecuencia o localizaci6n de restricci6n and diagonal bracing. Follow the recommendations lateral y arriostre diagonal temporales. Use las for handling, installing and temporary restraining recomendaciones de manejo, insta/aci6n, restricci6n and bracing of trusses. Refer to BCSI - Guide to y arriostre temporal de Jos trusses. Uea ell folleto BCSI Good Practice for Handling, Installing, Restraining - Guile de Buena Practica para el Manejo, Instalaci6n, & Bracing of Metal Plate Connected Wood Restricci6n y Arriostre de IDS Trusses de Madera Trusses*** for more detailed information. Conectados con Places de Metal *** pare informacibn Truss Design Drawings may specify locations of mas detallada, permanent lateral restraint or reinforcement for P Los dibu os de diseno de IDS trusses pueden especificar I individual truss members. Refer to the BCSI-B3*** las localizations de restricci6n lateral permanente o for more information. All other permanent bracing refuerzo en los miembros individuates del truss. Vea design is the responsibility of the building designer. la hoja resumen BCSI-B3***para mas informacibn. El resto de los diserlos de arriostres permanentes son /a responsabilidad del disenador del ediffcio. Hoisting and Placement of Truss Bundles Recomendaciones Para Levantar Paquetes de Trusses (� DON'T overload the crane. NO sobrecargue la grua. NEVER use banding to lift a bundle. NUNCA use las ataduras para levantar un paquete. A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses u m . P p to 30' (9.1 ) Use at least two lift points for bundles of top chord pitch trusses up to 60' (18.3 m) and parallel - WAR NiNG Do not overload supporting chord trusses up to 45' (13.7 m). Use at least structure with truss bundle. three lift points for bundles of top chord pitch trusses >60' (18.3 m) and parallel chord trusses iADVERTENCIA! No sobrecargue la >45' (13.7 m). estructura apoyada con el paquete de DANGER The consequences of improper Puede usar un solo lugar de levantar para trusses. handling, erecting, installing, restraining 0 Place truss bundles in stable and bracingcan result in a collapse of the Paquetes de trusses de la cuerda superior position. P hasta 45' y trusses de cuerdas paralelas de structure, or worse, serious personal injury 30' o menos. Use per to manes dos puntos position astable. se Paquetes de trusses en una or death. •! ^ . , de levantar con grupos de trusses de cuerda Po •�, !• r' - iPELIGRO! El resultado de un manejo, levanta- "_� t �superior inclinada haste py trusses de cuerdas miento, instalaci6n, restricci6n y arriootre incorrecto para/alas haste 45'. Use per to menos dos puntos de levantar con grupos de trusses de cuerda puede ser la caida de la estructura o aun peor, superior inclinada mas de 60' y trusses de cuerdas paralelas mas de 45'. heridos o muertos. ACSC• U OOo a Exercise care when remov- ing banding and handling trusses to avoid damaging trusses and prevent injury. Wear ®� personal protective equipment for the eyes, feet, hands •rt1166#6d when working with '\ trusses. • • 'GOOOm 000* • §0! flaWce cautela a:quilarrw ataduras • • o Jos pedazos dG metal de sujetar para evitar • • • • ✓aril a Jos trulslB•yiirevenir I% * It^6rsonal. Lleve ell equip%protectivo persyrypl fijos, • • • • ties, manos y cabeza cuando trabala on A BOO R Use lFusses. 6@1NJb�Ctl29 • • • • • special care in Utilice cuidado & • • • • • • • • • • • • 0000 windy weather or especial en near power lines dias ventosos o • •klandlilrg; -; Mapp,�! � and airports. cerca de cables • 0000 • • i• e/ectricos o de • £"L Avoidlajeral • • aeropuertos. • bending. • • • Spreader ' • • • Esirite /a Flealjfgp �p�gpt• P • for truss actor• r • The c O responsig1eTTor • • properly recerere,• • unloading and storing m O O the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. 0 Use proper rig- Use equipo apropiado El contratista tiene /a responsabilidad de recibir, ging and hoisting para levantar a descargar y almacenar adecuadamente los equipment. improvisar trusses en la obra. Descargue Jos trusses en /a tierra liso para prevenir at dano. 01 r Trusses may be unloaded directly on the ground at (S) DO NOT store the time of delivery or stored temporarily in contact unbraced bundles with the ground after delivery. If trusses are to be upright. stored for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on -center (oc). Los trusses pueden ser descargados directa- mente en at suelo en aque/ memento de entrega o almacenados temporalmente en contacto con el suelo despues de entrega. Si Jos trusses estaran guardados para mas de una Samaria, ponga bloqueando de a/tura suffciente detras de la pila de los trusses a 8 hasta 10 pies en Centro (oc). If trusses are to be stored for more than one week, cover bundles to protect from the environment. DO NOT store on Para trusses guardados per mas de una semen, uneven ground. Jos a uetes para rote erlos del ambiente. cubra p q p p g Refer to BCSI*** for more detailed information per- taining to handling and jobsite storage of trusses. Vea ell folleto BCSI*** para informaci6n mas detal- lada sobre at manejo y almacenado de Jos trusses en area de trabajo. -- -- NO almacene verticalmente Jos trusses sueltos. NO almacene en tierra desigual. Mechanical Hoisting Recommendations for Sin5ple Trusses Recomendaciones Para Levantar Trusses Indiv/duales Using a single pick -point at the peak can damage the truss. E/ use de un solo lugar en el pico para levantar puede hater Dania at truss. reader bar Toe -in, TEoe-in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60(18.3 m) TRUSSES HASTA 60 PIES 60 or less 11 Approx. 112 truss length Tagline TRUSSES UP TO 30- (9.1 m) TRUSSES HASTA 30 PIES Locate Spreader bar Aaach 3 0'(m) above or stiffback oc max. mid -height I I I Spreader bar 2is to 0 Hold each truss in position with the erection I/-► P 3l4 truss length equipment until top chord temporary lateral TaglineXI restraint is installed and the truss is fastened II TRUSSES UP TO AND OVER 60' (18.3 m) Imo_ TRUSSES HASTA Y SOBRE 60 PIES -� to the bearing points. Sostenga cada truss en posici6n con equipo de grua hasta que /a restricci6n lateral temporal de la cuerda superior Este instal/ado y el truss esta asegurado en Jos soportes. Installation of Single Trusses by Hand Recommendacciones de Levantamiento de Trusses Individuales Por La Mano Q Trusses 20' - t+ _ - �✓ Trusses 30'- 1. (6.1 m) or ' (9.1 m) or less, f less, support support at near peak. III quarter points, Soporte 'li Soporte de cerca a/ pico - --- - --ll IDS cuartos Jos trusses E Trusses up to 20' ♦ de tramo Jos E Trusses up to 30' de 20 pies o 1 (6.1 m) trusses de 30 (9.1 m) menos. Trusses hasta 20 pies pies o menos. Trusses haste 30 pies Temporary Restraint & Bracing Restriccion y Arriostre Temporal Refer to BCSI.Ei for more information. Top Chord Temporary Vea ell resumen BCSI-B2*** para mas informacibAr-Lateral Restraint TCTLR) Locate ground braces directly in line with all rows2x4 min. of top chord temporary lateral restraint (see table in the next column). Coloque Jos arriostres de tierra para el primer 5 2' oc, typ. truss directamente en I(nea con cada una de /as fflas de restricci6n lateral temporal de la cuerda Brace first superior (vea /a tabla en la proximal column). truss securely DO NOT walk on unbraced trusses. before F NO Gamine en trusses sue/tos. erection ofadditional DO NOT stand on truss overhangs until trusses. Structural Sheathing has been applied to the truss and overhangs. Q NO se pare en voladizos cerchas hasta Revestimiento estructura/ ha side aplicado a la armadura y voladizos. Steps to Setting Trusses Las Medidas de la Instaiacion de los Trusses 0 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set. 1) Instate Jos arriostres de tierra. 2) Instate at primero truss y ate seguramente a/ arriostre de tierra. 3) Instate los pr6ximos 4 trusses con restricci6n lateral temporal de miembro Corte (vea abajo). 4) Instate ell arriostre diagonal de /a cuerda superior vea aba'o . 5 Instate arriostre ost e era Jos 9 P ( 1) )P Janos de Jos miembros secundarios era estabilice Jos dmeros cinco trusses vea aba'o . 6 Instate P P P ( /) ) la restricci6n lateral temporal y arriostre diagonal pare la cuerda inferior (vea abajo). 7) Repita Este procedimiento en grupos de cuatro trusses haste que lodes los trusses esten insta/ados, Refer to BCSI-B2*** for more information. Vea el resumen BCSI-B2*** para mas informacibn. Restraint/Bracing for All Planes of Trusses Restriccion/Arriostre Para Tbdos Pianos de Trusses 0 Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach to each truss with at least 2-1 Did (0.128x3"), 2-12d (0. 1 28x3.25") or 2-16d (0.131x3.5") nails La madera 2x4 clasificada par estres as la madera minima utilizada para restricci6n lateral y arnostramiento di- agonal. Atarlas a cada braguero con at minimo 2 clavos 10d (0.128x3 ), 12d (0.128x3.25") o 16d (0.131x3.5 ). This restraint and bracing method is for all trusses except 3x2 and 42 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restdccidn y arriostre es para tool trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea /a parts superior de /a column para la restricci6n y arriostre temporal de PCTs. 1) T(1P (`Hr)Pn PI ANF - r`11PP IA CIIPPRIni? Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' (3 m) oc max. (9.1 m) 30'- 45' (9.1Ent -13.7m) 8' (2.4 m) oc max. - 60' (13.7 In - 18.3 m) 6' (1.8 m) oc max. L45' 60'- 80' * (18.3 m - 24.4 m)* 4' (1.2 m) oc max. *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). 'Consults a un Professional Registrado de DiseBo para trusses mas de 60 pies. 0 See BCSI-B2*** for TCTLR options. Vea el BCSI-B2*** para las options de TCTLR. Refer to BCSI-B3*** _ for Gable End Frame restraint/bracing/ reinforcement information. Para informacibn sobre restricci6n/ arriostre/refuerzo paraArmazones -_ Hastiales vea e/ resumen BCSI-B3*** Note: Ground bracing not shown for clarity 12' A 7�'> TCTLR 10" or > Truss attachment 0 Repeat diagonal braces for each set of 4 trusses. required at supports) Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A -A '® LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT ILA RESTR/CCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTESF 2) WEB MEMBER PLANE j PLANO DE LOS MIEMBROS SECUNDARIOS Web members :=7`.-----,'I Diagonal Continuous Lateral Restraint bracing (Cl splice reinforcement Truss Member 1 I 2x_ CLR 45" --- L I A L- Bottom chords Minimum 2' 2x_ Scab block center it over CLR splice. Mach braces every to CLR vdth minimum 8-16d 10 truss spaces 20' (0.135x3.5') nails each side (6.1 m) max. of splice or as specified by the 10' (3 m) - 15' (4.6 m) max. Building Designer. Same spacing as bottom chord Note: Some chord and web members SECTION A -A lateral restraint not shown for clarity. 3) BOTTOM CHORD PLANE - CUERDA INFERIOR Truss Lateral Restraints - 2x4x12' or greater _ Member I' lapped over two trusses PP Note: Some chord or CLR splice reinforcement. and web members Bottom � ° not shown for chords 4 clarity. i Y 10'(3 m) - 15'(4.6 m) max. Diagonal braces every 10 truss spaces 20' (6.1 m) max. Restraint & Bracing for 3x2 and 4x2 Parallel Chord Trusses Restriccion y Arriostre Para Trusses de Cuerdas Paralelas 3x2 y 4x2 10' (3 m) or Diagonal bracing Repeat diagonal bracing Refer to 15' (4.6 ml* _ every 15 truss spaces 30' BCSI-B7*** for more (9.1 information. Vea el resumen 121 r' era mas informacibn. - P 1 s�restraintss y - Apply diagonal brace to vertical '. J webs at end of cantilever and at bearinglocations. All la lapped at least two trusses. '.� *Top chord temporary lateral restraint spacing shall be 10' (3 m) oc max. for 3x2 chords and 15' (4.6 m) oc for 4x2 chords. Out -of -Plane _ Installing - Installation Out -of -Plumb Max. Be. Truss Length Q Tolerances for Out -of -Plane. 3/4" 12.5' Tolerancias para Fuera-de-Plano. DIN I D (ft.) 19 rum 3.8 IT Length Max. Bow 1/4" i 6 mm 1' 0.3 m 7/8" 22 mm 14.6' 4.5 m --� --- --- �- 2' 1" 16.T Len th -emu m Max. ow 9 13 rum 0.6 m 25 rum 5.1 m Max. Bow p 3/4" 3' 1-118" 18.8' ,_ 19 mm 0.9m 29 rum 5.7m ------------------------ Length n f ► m Plumb t" 4' 1-1/4" 20.8' p / line 25 mm f 1.2 m 32 mm 6.3 m Tolerances for 1-1/4" 5' 1-3/8" 22.9' Out -of -Plumb. 32 mm 1.5 m 35 mm 7.0 IT D/50 max 1-1/2" Tolerancias para I 38 mm 6' 1.8 mStAl 1-1/2" 25.0' Fuera-de-Plomada. 1.3/q^ 7 44 m 2.1 m •02,E>8' Construction Loading 51 mm >-2.4 m) • Cargo De Construction • , • • • • • • DO NOT proceed with construction until all lateraTresIrliA Maxirrwm Stack Height and bracing is securely and properly in place. • • • • for Material on Trusses*' • • • rlatgfial • Height NO proceda con la construcci6n hasta que todas /a. matrtic- clones /atera/es y las arriostres esten colocados en forma w is Gypsum Board 12" (3 mra) • apropiada y Segura. • • • • • • P"od R OSB• 16" (406 rum) DO NOT exceed maximum stack heights in table at dghl • • Refer to BCSI-B4*** for more information, 000066 Asphalt Shingles 2 bundles NO exceda Las a/turas maximas de mont6n. Vea el resume: Concrete Block 8" (203 rum) BCSI-B4 *** para mas informacibn. I • • • • • Clay i e 3-0 tiles high • • • 1. Bawd on tplss live load of A%#cP • e✓eater. Fof dthgr condition# contact A. AdpKs gn Professional. 2 Instal s f materials as quickly as possible. NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA apile las materiales cerca de un pica, a Centro de la luz, en cantilevers o Sterols. DO NOT overload small groups or single trusses. NO sobrecargue pequenos grupos o trusses individuales. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses come sea posible. Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. Alterations - Alterations FMOTM Refer to BCSI-B5.**' Uea at resumen BCSI-B5. *** Truss bracing not shown for clarity. DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO Corte, altere o perfore ningun miembro estructura/ de un truss, a menos que este especiffcamente permitido en el dibujo del diseno del truss. IOM Trusses that have been overloaded during construction or altered without the Truss Man- 718 ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o ban sido alterados sin /a autor- '., I.zaci6n previa del Fabricante de Trusses, pueden hater nulo y sin efecto /a garantia limitada del Fabricante de Trusses. -Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are Intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY These recommendations for handling, installing, restraining and bracing trusses are based upon the collective expenence of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as superior to the building designer's design specification for handling, installing restraining and bracing trusses and it does not preclude the a of other equivalent methods for restraining/bracing and providing stability for the walls, columns, Floors, roofs and all the interrelated structural building components as determined by the contractor. Thus, SBCA expressly disclaims any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. SBCA 6300 Enterprise Lane • Madison, WI 53719 608-274-4849 • sbcindustry.com '',. B1 WARN11 x17 180321 AYJIY/=I.'INr=JjI[ffA