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RF-18-1101Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permil Parcel Number Permit N©. RF-4-18-1101 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 10/28/2018 Applicant 1060 NE 105 Street Miami Shores, FL 33138-2106 1122320280070 Block: Lot: DUPLEX 900 LLC Owner Information Address Phone Cell DUPLEX 900 LLC 44 W FLAGLER Street MIAMI FL 33130- 44 W FLAGLER Street MIAMI FL 33130- Contractor(s) BESSARD ROOFING LLC Phone (786)419-1876 Cell Phone Valuation: Total Sq Feet: $ 6,500.00 960 • Type of Work: Re Roof Additional Info: NEW TILE ROOF IN LEGALIZED ADDITION Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $4.20 $3.75 $2.50 $1.40 $250.00 $9.00 $5.60 Total: $276.45 Pay Date Pay Type Invoice # RF-4-18-67305 05/01/2018 Cash 05/01/2018 Cash 7- Amt Paid Amt Due $ 50.00 $ 226.45 $ 226.45 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th all all e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon ng. - o I . thorize the above -named contractor to do th work stated. /V`� ' c O eR �CAL-May 01, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 01, 2018 1 , Miami Shores Village JOB ADDRESS: BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. ROOFING ❑ REVISION ['PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF 2LL CONTRACTOR Sub Permit No. APR 2 6 21 8 134 ci_c FBc Zo iy fie 1347 ❑ EXTENSION El RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: UU, 2 G 9j) �� CO 1 0 Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: City: R-e- oo LLc hit wt F=LADLE — P r l State: FL b Q'\_>q Zip: 3`3i 3'g Is the Building Historically Designated: Yes NO BFE: FFE: Phone#: if() 8(35. nt 03 Tenant/Lessee Name: !� /�� Phone#: r i Email: e A t / Ll y� !✓ ✓ LS�"t 1-/� 11 L , CZ FA CONTRACTOR: Company Name: L S S A fR j hS oorcrd C�- LLC Phone#: Address: 6 Li Do g ui (1 Ali g City: A( i� L State: FL Zip: C, t `7 0 Qualifier Name: j"SASM , 0 C SSA R., Phone#: 786 k q . I s 74 Re %+-3 27W1i1 Zip: B State Certification or Registration #: Certificate of Competency #: 7a6.414. 1$711 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ SQi c'ca-o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New El Repair/Replace ❑ Demolition Description of Work: (`} EvJ l t LF Poo F i ri f_r ()Cc 'Pi 0 i Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ ` St) Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $C(^�� 1 TOTAL FEE NOW DUE $ ? v 5 CCF $ CO/CC $ DBPR $ ' �� Notary $ (Revised02/24/2014) s Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 whicroccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro 4i; and a reinspection fee will be charged. OWNER or AGENT Signature Signature 4AS M S S Q CONTRACTOR The foregoi g instrument was acknowledged acknowledged before me this The foregoing instrument was acknowledged before me this 2 day of A r L , 20 I ‘ , by Z.,b day of V\ V V 1' L , 20 1 Q, , by �( .cn Se r m AM A , who is personally known to 0- -NR t V1 e S SG✓ dwho 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: 2' — „........via6d..e.e.:(2 Print: �tgvaue Print: o .••, Go Seal: MY COMMISSI +` * N tuber 30 20 Seal: , : Pue� DENIA RODRIGUEZ MY COMMISSION it FF 156456 * 'r.XPIPES. November 30, 2018 N'� of Bonded TON Budget Notary Services *****************s**********s*�e***s*****s*********s***s**********M4**s*****************************r***** APPROVED BY pENIp�DRI GUD ON it FF 156456 EXPIRES:November 18 Bonded 'Wu Budget Notary Senices Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 5 Detailed Report Property Information Folio: 11-2232-028-0070 Property Address: 1060 NE 105 ST Miami Shores, FL 33138-2106 Owner DUPLEX 900 LLC Mailing Address 44 W FLAGLER ST 2300 MIAMI, FL 33130 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,752 Sq.Ft Living Area 2,232 Sq.Ft Adjusted Area 2,492 Sq.Ft Lot Size 11,250 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $393,997 $337,712 $309,172 Building Value $201,852 $201,852 $203,534 XF Value $11,957 $12,086 $9,771 Market Value $607,806 $551,650 $522,477 Assessed Value $606,815 $551,650 $522,477 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $991 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 3/20/: ^:1.8 Taxable Value Information 1 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $606,815 $551,650 $522,477 School Board • Exemption Value $0 $0 $0 Taxable Value $607,806 $551,650 $522,477 City Exemption Value $0 $0 $0 Taxable Value $606,815 $551,650 $522,477 Regional Exemption Value $0 $0 $0 Taxable Value $606,815 $551,650 $522,477 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.goy/propertysearch/ 3/20/2018 Detail by Entity Name Page 1 of 2 Florida Department of State Department ofState / Division of Corporations / Search Records / D.eta...By Document Number / DIVISION OF CORPORATIONS Detail by Entity Name Florida Limited Liability Company DUPLEX 900 LLC Filing Information ,Document Number L15000194734 ,FEI/EIN Number 47-5613872 Date Filed 11/17/2015 State FL Status ACTIVE Principal Address 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 Changed: 03/23/2016 Mailing Address 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 Changed: 03/23/2016 Registered Agent Name & Address EXCO US ATRIUM 44 WEST FLAGLER STREET SUITE 2300 MIAMI, FL 33130 I Name Changed: 01/29/2018 Authorized Person(s) Detail Name & Address 'Title MGR BEN SOUSSAN, LAURENT 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 Title MGR http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/20/2018 Detail by Entity Name Page 2 of 2 SPORTICH, THIERRY 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 Title Manager SCEMANA, PATRICE M 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 Annual Reports Report Year 2016 2017 12018 Document Images Filed Date 03/23/2016 02/16/2017 01/29/2018 01/29/2018 --ANNUAL REPORT 02/16/2017 --ANNUAL REPORT 03/23/2016 --ANNUAL REPORT 11/17/2015 — Florida Limited Liability View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida Department of State, Division of Corporations http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/20/2018 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 04 I Fit ) ?o l 0 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: iu PL,e q o 0 J L (, Property Address: 1 06 0 N- low Ire Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. I 'The building was; instructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of r /j South Florida B ' di e (1994 SFBC) Al SigAPIPPI! e•• Print Name Scfrt State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large*a--' NIARDDRIGU 456 • PUB��c DE 2018 r•M,Y COMMISSION FF EXPIRES'. November30$2018 Bondedlhtu Budot Notary • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 B cde- s- (- I 5-�c4— cE FLc Be-55curd Roo C. 6i cc)LJ t1Au k c i E L. 3,315 0 c,s z }44 5 LLc e e.tiov e vane * 1n,dgy p e✓ 50 tnq l ( 4 Nectvecl . C�3 11n 12'55 curd v„;InS ciUL y Ewa✓� �E-� 05� ��,� �� Gt ki\ e, o V 514 e W I `I L0 cC ted c + 1 ©6 6 A ' f prJ ErM r /2\(3 (38 s A RAD tvoQctoI/ 5c9(AQ+vE +-tit e PvG__SEi 5 wG u W\ fib Coy '�rpvted ) c d 5uVi 5 C,rc koe 151 doyoF �l'f?E Of f\ PeArSOIAGay K ew ocfPToduce tdc-.A h..fi1'Cc-ko�I Aro �PADRIGUEZ �� aue�, DEN ° ' MY COMMISSION # FF 156456 � �— � y U EXPIRES. November 30$2018 L�. Bonded 'MN Budget NOW,/ervices Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to , ork on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insur. e coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW Y / ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: wner State of Floe County of Miami -Dade The foregoing was acknowledge before me this ( day of Act y , 20 18 . By PCi4trl! CC 5cemiCa G who is personally known to me or has produced as identification. Notary _ `J SEAL: got `�.°uk . DENIARO UEZ MY COMMISSION # FP 156456 * * EXPIRES: November 30, 2018 ,, . - 8 s °e Bo%ladThru Budget Notary Services N.TF OF Flo ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 6 ID3 — } p ri] Upol P IMP cr) Ili 1111111 CC CC RECE VEU Florida Building Code 5th Edition (2014) MAY 01 2018 High -Velocity Hurricane Zone Uniform Permit Application Form. Master Permit . Section A (General information) Contractor's Name Job Address 1 0 (1 o r .(0 s ❑ Low Slope O Asphaltic Shingles .13c.5.q,✓_ d Roo PCks, LL 3 ki ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE CI New roof 0 Repair 0 Maintenance Low Slope Roof Area (SF) 4O i t ROOF SYSTEM INFORMATION Process No. • IiMortar/Adhesive Set Tiles B 13 ❑ Wood Shingles/Shakes .... . • • . ..•.• • • • .0•. •• • • ••. ••• CI Reroofing Reroofing • Z. ' • • • . •• .... Steep Sloped Roof AREA (SSF) q CO Total (SF)0 M... • ▪ . El ••.. ...• . .•. • ... •. .. . . .... Section B (Roof Plan) • 1 . • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and oveflow drains. Ineludrijmen- • 1 • • • • •• sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of para-)ets ;" • • . . .• . .• . • . . .. . . I • �1- — z I 1 s � - W ; ---. _ - - -- I 1- -S z W �W /R _I L 7 1 edboo FLORIDA BUILDING CODE — BUILDING, 5th EDITI' N (2014) 15.37 • • 1 1 1 1 1 1 a Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: .�440/ Notice of Acceptance Number: " — '- )" ,, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 6, 79 P2: /& 9 7 P3: o ©$ .... Maximum Design Pressure ' 1�,�' •..., • (From the NOA Specific System): �/ •�..' • • ... ' • • .. .. • Method of tile attachment:._ l 0 . ... .... . . .... .... Roof Slope: :12 •. .. • • . Steep Sloped Roof System Descriptiori •' Deck Type: 1/tel ype Unde: nsuiation. . .. .. . it &roi 14,s7793 . . . • • .• .• •. • 00 .. .. .. .. .... . • .. .. . Fire Barrier. Ridge Ventilation? /901 /v/4 astenerType & Spacing: dhesive Type: Mean Roof Height: es — I /A soz/ Ate/Aeyecoel ype Cap Sheet. 4/s s7�/�i...5* oof Covering: Type & Size Drip Edge: .5.147 l / Sayh. W3 &Id46'Gi/. ..•. • •• . .... . .. . • . ... • ... •• •••• • .... • a Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwfth the values from M f• If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Me9iod 1 "Moment Based Tile Calculations Per RAS 127" co ;II X A, qi�r � — ma: _ G : Ma NOA NOA Mr 1 /� z� %=!��Llst sf.Mg•� Me2.4,' /.., a NOA 14k_ ��'. W ��/ z A. =Jam , 94P Mg: = mr3t�ava N4A Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA 11ft (Pt: (P3: • • . . • • • • • • • • • Mr Required Moment Resistance' • - • -. .• . Mean Roof Height — Roof Slope { 15' 20' 25' - 30' .• 40' • •. 1 2 2 34.4 36.5 38.2 •397 . di 3:12 32.2 34.4 36.0 37.4 31 4:12 30.4 32.2 33.8 •19.1• . • i1•4• 4 5:12 28.4 30.1 31.8 •17.4.. 34.9. 6:12 26.4 28.0 29.4 :30.g ; 32.4 . 7:12 24.4 25.9 27.1 .28.2. N.D'' •• •• • •• • •. •• •• •• • •• • •• • • •• •Must be used in conjunction with a list of moment based tile systems endorsed by the •. • • Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each areaof the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : z l: z w: ) — W: z cos 6: _ = Fri: _ NOA F' (P2 : z 1: z w: - _) — W: _ z cos 6: = Fra: NOA F' (P3•z1:_=_z w:= )—W:_zcosO:_= Frs:_ NOA F' Where to Obtain Information Description Symbol Where to find Design Presswe P 1 or nor P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier 7r NOA Restoring Moment tine to Gravity Mr NOA Attachment Resistance Mr NOA , Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplit Resistance F, Calculated Average Tile Weight • W NOA Tile Dimensions . length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. • • • • . . • •••. • • • • • • • • • • • .•. • • • • • • • ••.. • • ' IA1 10ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTR&TION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 MIA11MI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 11.odet,Contro▪ ? Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rl ht to have. i$ •; product or material tested for quality assurance purposes. If this product or material fails to per orri in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyi�.oke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right telimilte this • • • • acceptance, if it is determined by Miami -Dade County Product Control Section that this prodtaly-j aterial fails to meet the requirements of the applicable building code. . . • . . • • This product is approved as described herein, and has been designed to comply with the Fiorito 429dding Code. including the High Velocity Hurricane Zone of the Florida Building Code. • ▪ • • • • • • ••• • DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile .. . • . . .. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. lt MIAMI-DADS COUNTY NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 � • •. • • •'• • • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe. Tile Corporation as described in Section 2 of this' Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces Dimensions L = 18" W=11.1" Thickness = 0.39" i = varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI-DADE COUNTY APPROVED Test Specifications TAS 112 Type 1 Grade 1 TAS 112 • • ProdiJct' Descrip i4m.. • • ... • • .•.. • ••• • . • •• • One piece high profile clay rook the equipped with two nail holes. For nail-on!morta, set artdaciliesive set applications. Accessory trim, clay roof Octet for use at hips, rakes, ridges and valley terrrtfcts. Manufactured for each tile profile. • Test Identifier 94-156-8 94-156-9 25-7205-1 Project: 07-07-00-91 (307023) 7161-03 Appendix II 7161-03 Appendix III P 0402 P 0647-01 • • . . •• • • • • • •• • • • • • ..• . Test NamefReport Date TAS 101 Aug. 1994 TAS 102 TAS 101 TAS .100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails TAS 108 (Mortar Set) March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993. Aug. 1994 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. American Test Lab of South Florida Test Identifier P 0631-01 520305-01 thru 05 2353-4 SFTC-003-02-01 2353-70 2353-71 2353-93 RT0624.01-15 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perforwnedin accosdan � with. ••• Test Name/Report Date PA 108 July. 1994 (Mortar Set) PA 102 Restoring Moment TAS 101 TAS.101 TAS 101 ASTM C 1167 ASTM Cl 167-03 • • • • • •• . • • • TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratorytp' 'form test••• • in accordance with TAS 112, appendix 'A'. Such testing shall be submitted tEthtMiami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be .in compliance with the applicable Roofing Applications Sta�•c�deris.listed section 4.1 herein. . . • . June 1999 Aug. 1999 12/06/02 09/22/03 09/22/03 07/18/05 4711J1/] 5 ••.• • ••• • . . ..• • • • • • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slo it a S astated otherwise by the underlayment material manufacturers published literature. P� 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3 of 5 • • • au,c I. "Average Weignt (W) and Dimensions (I x w ) Tile Profile 'S' Weight-W (Ibf) length-1 (ft) Width-w (ft) Santafe 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers— 2,,(ft3) Tile Profile 'S' A, (ft3) Batten Application A. (ft3) Direct Deck Santafe 0.274 0,297 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater 'S' Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens • • • • Direct Deck Santafe 5.93 5.85 5.82 5.73 5.69 5.56 5.53 5.32 • 5.E9 5T03•••5.00 •5.90 • Table 4: Attachment Resistance Expressed as a Moment - Mf (fteLbt . • • • • : for Nail -On Systems 0 • Tile Profile `S' Fastener Type Direct Deck • . Baftens Santafe 2-10d Ring Shank Nails 21.8 ••`~ ` One #8 Screw 29.161.2 •`•`�. •is/A �1/>q •• Two #B Screws 38.281 • ` •.- - One #8 Screw w/ Clip _ 57.311,2 •_ • • • 0 N/A Two #8 Screws w/ Clip 57.601.}�,. 1. Approved screws as noted 'Product manufactured by others'. • • -• 2. When using one screw it must be installers in tha incirio hnlo Inn.sr„a ,,.....,.,..._ .c._ , ___ _e., . • . .. e. • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems •• • Tile Profile Santafe 'S' Tile Application Tile Bond Minimum Attachment Resistance Polyfoam Polypro AH 160TM 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. 38.93 28.54 Table 5A: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Santafe 'S' Tile Application Polyfoam Polypro AH 160TM Polyfoam Polypro AH 160TM 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 160TM Minimum Attachment Resistance 63.85 61.96 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Santafe 'S' Tile Application Mortar Set Attachment Resistance MIAMI•DADE COUNTY APPROVED 23.6 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4 of 5 • •• • ••• • • ••• •• • • •••• • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .• 18" 11.1" PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE .. . . ... . . . . • .. . • • When usingo •••• rew•....• •• use this hole • • . . .. .. . • . . • • • . . .. • • . . • • • • . .. . • • . . . NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to haw this product or material tested for quality assurance purposes. If this product or material fails to Verfoi-m in tlie•aooepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrewke, modify,:or suspend the use of such product or material within their jurisdiction. RER reserves the right td Woke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or matelfdlVans to meet the • requirements of the applicable building code. • • • • • • • • • • • • • This product is approved as described herein, and has been designed to comply with the F1oli ilUilding,Co4 including the High Velocity Hurricane Zone of the Florida Building Code. .. • • DESCRIPTION: Polyglass Polystick Underlayments • • •• • • • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, My, state andfoirowing • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ' r ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MANMADE COUNTY APPROVED Dimensions 65' x 3'33/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3-3/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'3-3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Desig.ned as a metal roofing and roof tile underlayment. • ....• A rubberized asphalt self-adhefing, Class-fiber?polyester reinforced waterproofing memoratie. Designed as a metal roofing and roof tile underlayn-ejt,� • • • • •• • •• . A rubberized asphalt self-adhefi?i olyester reinforced .. • waterproofing membrane. De. ign ..@as a airf'tile underlayment • •• • • • • • • • • A rubberized asphalt waterpreofini membrane, g4ass- fiber/polyester reinforced, wit . granular swine designed for use as a tile roof underlaymenft• • • . • A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. • • • • A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 'MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE Test Identifier P 10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A SUBMITTED Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 : .•. TAS 103 & TAS 110` . ASTM D 1970 & TAS •l�s • • • TAS 103 & TAS 110••.. ASTM D1970 & TAS Ilo..• TAS 103 •••••• TAS 103 TAS 103/ASTM D4798 &4G1'S5: TAS 103/ASTM D4798 & a'l55• TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 .• 55/1.2/14 •16133/14 • :1g%i7/14 •1Q/17/14 .06/7/16 • 46Q."7/16 • • •09P29/06 12/10/07 • 07/4)6/09 • • • • • 'V'J/08 • •f I /b9/09 02/18/10 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DsADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: •Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMJ.DADE COUNTY APPROVED PROCEDURES: Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank .... •• Anchor sheet mechanically fastened to deck, membrane adhered : . • . • • • • .• . • .•. One or more plies of ASTM D 226 Type II or ASTM D 2626. • • •▪ • • Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at ail'I3%iiium 4" h ead lap. (for base sheet only) • •. •.•. .••• Elastoflex S6 G, hot asphalt applied • See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank •• .• • . • . . • • • • • .. • . . • • •• • • • . • . • . . . . • . . • -,•••. • • • Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. .... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thg flashing tape•§,1141•be pressed in place and formed around the protrusion to ensure a tight fit. A second lay8u of Pblystick.sl�ll be applied over the underlayment. '..' :• • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. • .• . . •••• .... . . . . .... • • • • . . 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pohatack MTS Plus may be • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roaf tite iystems and quarry • slate roof assemblies. •• • Polystick TU P may be used in all the previous assemblies listed except metal roofings • • •• • • •• •• • •• . Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof ti10 Systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter; Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI.DADE COUNTY APPROVED ,le 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus System (E3) MTS Plus with TU Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 • ••6;1 • • Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:1'2 • : • 46:42. .. • • . . The above slope limitations can be exceeded only by using battens in accordance with th¢. proved.Tile Systert Notice of Acceptance and applicable Florida Building Code requirements. When battens, are requirechtkey shall...• • be utilized during loading and installation of tiles. • • • •. .. . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum anl.tp.4void dropping of • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading p:ocedure — two tiles • laid perpendicular to slope followed by a maximum four tile stack parallel to the slope•, fob a total Ore Tiles — fo: all underlayments except Polystick MTS which shall be loaded onto battens. • • • • • •• •• 0- 0 u) N (0 (6 Max. Per Stack) 12 NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 3 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIOV.• • • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to wbbd decks. Jfistrltrs are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. • Please also refer to applicable Product Data Sheets of the corresponding products. • •• • • • • • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge Seem as per'Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum'L'/s':metal:diskas required in Miami -Dade County or simplex type nail as otherwise allowable in other r ions i at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail a7pea,•ar a par4 cla .ar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to coverrie aiea being back -nailed. (Please refer to applicable local building codes prior to installation.) .. •. •• 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMI•DADE COUNTY APPROVED •• • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 , 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS... .. . . ... . .. •. . END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED . . • • • • • .... • . • . . .... .... • • . . .. . . • .. • . • .. .. • . . . • : . • . ... • • • .. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have tl►ia product or material tested for quality assurance purposes. If this product or material fails to perform ip thgaacepted.rmanner, the, manufacturer will incur the expense of such testing and the AHJ may immediately revoke, motilfy, br susgenct the use of such product or material within their jurisdiction. RER reserves the right to revoke this acelta'nce, if it lS . determined by Miami -Dade County Product Control Section that this product or material faits to meet the requirementt of the applicable building code. . This product is approved as described herein, and has been designed to comply with the Florrdh $w1ding bode including the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: TILE BONDTM Roof Tile Adhesive . . . . . • • • . • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and'foll'oM'ing • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.14-0820.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 1 of 8 { ROOFING COMPONENT APPROVAL Category: Sub Category: Material: Roofing Roof Tile Adhesive Polyurethane SCOPE: This approves TILE BONDTM Roof Tile Adhesive as manufactured by The Dow Chemical Company as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using TILE BONDTM Roof Tile Adhesive. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications TILE BONDTM Roof Tile N/A TAS 101 Single component polyurethane fo4,Mitettile Adhesive adhesive •' • • .. . . ••• •.. PRODUCTS MANUFACTURED BY OTHERS: . Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NM Vfoich list'att!t ment • resistance values with the use of TILE BOND roof tile adhesive. "" MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 . . ..• •. • . . . . . . . . . . .. . Results • .• • •• • . 1.83 lbs./ft.3 14.31 psi 31.2 lbf @ 180°F, 65% RH for 120 days, concrete to concrete 2.21 % absorbed by Volume 3.00 Perm / Inch -0.47% Volume Change @-40°C., 2 weeks -4.05% Volume Change @70°C., 100% Humidity, 2 weeks 86.3% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation MIAMI•DADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 2 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 INSTALLATION: I. I TILE BONDTM Roof Tile Adhesive may be used with any roof tile assembly having a current NOA tMt'1tsts • attachment resistance values with the use of TILE BONDT'" Roof Tile Adhesive. •. • • "" 1 ••• . • 2. , TILE BONDTM Roof Tile Adhesive shall be applied in compliance with the Component4ppl+cation saclian and • the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with five use of • • TILE BONDTM Roof Tile Adhesive shall provide sufficient attachment resistance to mgC't•Oi•gxceed the•reiistance • value determined in compliance with Miami -Dade County Roofing Application StandarllS SAS 127. •The adhesive attachment data is noted in the roof tile assembly NOA. • . •• ..• .• . 3. TILE BONDTM Roof Tile Adhesive and its components shall be installed in accordance oxith Roofing Application •. Standard RAS 120, and The Dow Chemical Company TILE BONDTM Roof Tile Adhesive Operating Instruction. and Maintenance Booklet. • • • . • . • 4. F Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow'( em4cal • ' Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BONDTM Roof Tile Adhesive has been dispensed. 7. TILE BONDTM Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 3 of 8 • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BONDTM Roof Tile Adhesive can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE BOND" Roof Tile Adhesive roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F 2 —W F'— MS 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. LABELING: •• • •• • •. • •••• • • ••. • • . • . • All approved products listed herein shall be labeled and shall bear the imprint or identifiable r ianl�ing of the • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control moray ed" o�kt;t Miami-. • Dade County Product Control Seal as shown below. • • • • • • • • BUILDING PERMIT REQUIREMENTS: • • �j •• • • • • ▪ • • • • • • ▪ .• • As required by the Building Official or applicable building code in order to properly evaluate ttie installation 04 this • system. • • TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE Tile Profile Placement Detail Minimum patty Weight per tile (grams) Contact Area (Square inches) Flat / Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 39 19.5 Two Piece Barrel #4 11.6 20 MIAMMDADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 4 of 8 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 • .. . . . . ..triv r/ • 41. • ••• • • • • • . • • • • • . • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 5 of 8 MIAMI•DADE COUNTY APPROVED MEDIUM PROFILE DETAIL #2 NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 6 of 8 HIGH PROFILE DETAIL #3 MIAMI DADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 7 of 8 * V' BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED . .. • .. • • • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 8 of 8 • • • .. • . • • .•• • ••• ••• •••• • • • • •••• SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually. concealed prior to removing the existing roof system). • • " • • • • • 4. • • • •• • Y • • • • • • •• • • • • Exposed Ceiling: Exposed, open beam ceilings are where the uttlt6de of the ro5f deckini • can be viewed from below. The owner may wish to maintain the architectural aa0derance; theie1ore, • roofing nail penetration of the underside of the decking may not be acceptable.'fl s erovidls the pption of •; • • • maintaining the appearance. • • Q5 • 6. Overflow scuppers (wall outlets): It is required that rainwater flows pffp thaithe roof is not ov oaded from a buildup of water. Perimeter/edge wall or other roof extent& nay blocr Vag • • disch., �e if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scup• . in accordance with the requirements of Sections R4402, R4403 and R4413. Signature aitss Contractor ignature Date 1060 Svc ios Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED FEB 012018 CO +-1 TI FBC 20 ►.1- Master Permit No. f_. C-- 5- i - i Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: „/[ 60 iI City: Miami Shores ❑ CANCELLATION ❑ SHOP DRAWINGS 'I 5 StAaanu.t County: Miami Dade SG9,e-, Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): r 1{ e t. x. Oo L LC Phone#:y - V, 30? ,o I 0; ,A Address: O Go NC A n (lf,('. �(�Cw- die — City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: \E ►4Pig4-i6-12--Li 43 ZV Phone#: 9 l21 SW 3 rc( f c s -'— - City: State: 4EL. Qualifier Name: Phone#: State Certification or Registration #: C 6- % i q I , 01-d Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ Demolition Description of Work: (1.)./ 9B6 3 2-3o Zip: �� g ❑ New ❑ Repair/Replace InOS Specify color of color thru tile: Submittal Fee $ _ _ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ a) - Bond $ TOTAL FEE NOW DUE $B` . c (Revised02/24/2014) >F Seal: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 a for the first inspection whic inspection will not be approv Signature chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the and a reinspection fee will be charged. NER or AGENT The foregoing instrument was acknowledged before me this day of , 20 19 , by TAt c Goer, � of i'1 personally known to me or who has produced OS Ser3 identification and who did take an oath. NOTARY PUBLIC: Sign: � Print: I —' 1\S-DlA. (W 4f -' r �. oo�YPusL Notary Public State of Florida al: '} ; g. . Sindia Alvarez �. C' _ o` My Commission FF 156750 # r>E=,F °' Expires09/03/2018 APPROVED BY (Revised02/24/2014) as ..:. ..i....,.•-•,r,;.` Plans Examiner CONTRACTOR Th f regoing instru ent Tacknowledged befor (me this �� day of , 20 �p , by 1 PE /\10(2 f si Vz• , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC(OD Sign: ..Tip MADITI RMAS • Notary Public . ate of Florida My Comm. Expires Apr 1, 2018 Commission # FF 103930 as Zoning Structural Review Clerk suoiresicriew *rRIss sue, m 3 m J M Superior Truss Systems, Inc 8500 N.W. 58th St Miami, FL 33166 Office: (305) 591-9918 • Cover Sheet Order # JOB # 16565e Printed: Wed, Jan 17 2018 Name: `v• •, v• • • • • GUSTAVO MARTINEZ Contact: Fill in later Office or Home Phone: Cell Phone: Address: City, State, Zip: Fax: • JUU IMIIWI#Ia(IU1I. Description: DUPLEX 900 Region: Invoice Number: Customer P.O. #: Invoice Date: Address: 1060 NE 105 ST City, State, Zip: MIAMI SHORES, FL 33138 Payment Terms Fill in later Salesman: Juan Designer: Xuan • • • • • Information • • �' •• • -.-.-...-...V Root' Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: I BC Dead: •••• • •••• • • • •• • . ogle • 30 25 0 10 40 10 0 5 •..•' ••••• • •••• • • •••• • Bldg. Code: Wind Std: Wind Speed: FBC 2014-HVHZ RES ASCE 7-10 175 Bldg. Type: Wind Exposure: Residential - CAT II D Wind Type: MWFRS • • • • • J• Plate : • • • • • • • • • • • • • • • • Pages or sheets covered by this seal from: '1 thru 12 Total 12 drawings. With my seal affixed to this sheetel hereby certifyh t lthe Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of ProfesgipVI Engineers Rules. Chapej;4..: of the Florida Building Code. • • • • • This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design`derawings 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 H89 250029 2 H7 250035 3 HG5 250033 4 T2 250021 5 HG5A 250025 6 J5 250037 7 J3 250039 8 J1 250041 9 HJ5 250043 10 V16 250019 11 V12 250014 12 V8 250023 / `N11111111111III//1 • \v+01�`‘ 1/'11i1l1�l, d •w- Page 1 of 1 Job Number: 16565e DUPLEX 900 Truss Label: H89 Ply: 1 Qty: 1 Wgt: 95.2 Ibs SEQN: 250029 / T10 / HIPS FROM: JP DRW: 01/17/2018 5' 10" 8,9,E = 3X6(B1)B =2X4(R) A 3-3/8' 5' 10" 12 3.38 p 2'11" - 4X4 D 10'6" 13'5" 1'9" 2'11" — T2 4X4 E K J =3X4 3X4 = H 0308 f--1'9" I 8'9" 8,.9„ 19'3" 19'3" 5' 10" F#2X4 0=3X6(B1) H=2X4(R) NM 1-42" I101(2 9'71i '0-1(2„ 10' 8'9" 19'3" 1,9,E Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVHZ TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.146 I 999 240 VERT(TL): 0.399 I 570 240 HORZ(LL): 0.038 I HORZ(TL): 0.104 I Creep Factor: 1.5 'RES TC CSI: 0.886 Max BC CSI: 0.783 Max Web CSI: 0.187 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #3: Bot chord.2x4 SP #1 Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3: :Rt.Level Retum2x4 SP#3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ♦Ma4imumJ2eaction✓ Ilbs) • Loc R MU • /Rw 7 RR •/ RL 111M••••• L 1417,4U;I /90P /• •/427 /8.0 •• N 1417 0618 /90! /-••/- /810••••• Wincrreaictrtg based on MWFRS • L W111113tc,Width Reg 4.1.4 N MirG9ig,l3lidth RA i= • •. • Beare 6 g� are a rigid surface. • • • • • • ••••• •• • Maximum top ChordForces Per Ply f les$ • • • Cho •!AlComp. Chords Tens. Csittp. • A - B 40 Q •F 1284 • • a B-� •11540-2859•• !c 1p8 -2859 C -D•• 13188 -2306 •Gi H •40••••0 D - E 1266 -.217B • • • • •• • Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B-K 2656-1361 J-I .2170 -1052 K -.J 2170 -1052 I - G 2656 -1385 • • • Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -L C- K D -K 1 0 393 -643 373 -189 E - I I -F M-H 373 -189 393 -643 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, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer 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 drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page • listing this drawing, indicates acceptance of protesstonat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes pane and these web sites ALPINE: www.alpineitw.com. TPI: www.tpinst.org: SBCA: www.sbcindustry.com: ICC: www.iccsafe.org Job Number: 16565e DUPLEX 900 Truss Label: H7 Ply: 1 Qty: 1 Wgt: 84.0 Ibs SEQN: 250035 / T9 / HIPS FROM: JP DRW: 01/17/2018 7' 12'3" 19'3" 12 3.38 p =3X6(B1)B E2X4(R) '4 33/e' 1 1'9„ 7' 5'3" =4X10 C 7' = 5X6 1II2X4 7'1-3/4" 7'1-3/4" H H0308 19'3" G 3X4 E= 3X6(B 1) F=2X4(R) L 2'5-3/4" 2'4" 1 9'7-1/2" 11'11-1/2' 7'3-1/2" 19'3" 1'9„ f -- 2'9-3/16" --- ] Loading Criteria TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " (psf) Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVHZ TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.151 G 999 240 VERT(LL): 0.411 G 552 240 HORZ(LL): 0.041 G - - HORZ(TL): 0.112 G - Creep Factor: 1.5 ETC CSI: 0.979 Max BC CSI: 0.996 Max Web CSI: 0.092 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2 2x4 SP #3: :Lt Level Return 2x4 SP-#3: :Rt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ♦ Maximum peactions'(Ibs) • Loc R •*MU • / Rw 1 RL • •• • J 1446/An /903•/-• /609 L 1g1'• /1619 /9033 /- �- Wind reacttoNbased on MWFRS J 6RJWVidth Reg a •2.0. • • L Mis Big•I idth Red; •10 BearjpiNJ & are a rigid surrace. * • • • • • • • - • ••••• •• • Maximum rop Chord'Forces Per Ply (ibs). • • • Chor.Comp. C4 ords Tens. Cgrtip. • 4 A -B 0e•�Di4E 1566•-rc�Ij2 B - C •1Si8 - 2783• E - . 60 8 C -D•• 15%6 -2583 •, • • .• • • • • Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I .2571 -1364 H - G 2577 -1365 I - H 2577 -1365 G - E 2571 -1388 /1 S••••• • /8.0 • • /8.0••••• • • Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A -J C - I C-G 1 .0 214 -33 175 -165 G -D 251 -91 K-F 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, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fsafety 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 properly 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 faceof truss and position as shown above and on the JointDetails, unless noted otherwise. Refer 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 drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of protessronal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes paae and these web sites: ALPINE www.alpineitw.com: TPI www.tpinst.orq: SBCA: www.sbcindustry.com: ICC: www.iccsafe.org Job Number: 16565e DUPLEX 900 Truss Label: HG5 Ply: 2 Qty: 1 Wgt: 196.0 Ibs SEQN: 250033 /T1 / HIPS FROM: JP DRW: 01/17/2018 T m 0 5' 9'7-1/2" 14.3" 19'3" 12 3.38 p 3X4(A1) 2X4(Rj 3-3/8' 1- 5' 4'7-1/2" C= 5X6 III2X4 D 4'7-1/2" X6 E J 1 H 1112X4 = 5X8 III2X4 I,,_ 1,9„ 5'1-3/4" 4'5-3/4" 19'3" 5' F=3X4( 1) 2X4(R) 4'5-3/4" 5'1-3/4" 5'1-3/4" 9'7-1/2" 14'1-1/4" • • 1• • •• • • 1 •••• I 1'91' H •• • • • • • •• T is • •• Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: -10.00 Des Ld: 65.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II 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: NA GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVH2 TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.181 D 999 240 VERT(TL): 0.505 D 450 240 HORZ(LL): 0.033 H - - HORZ(TL): 0.093 H - Creep Factor: 1.5 RTC CSI: 0.685 Max BC CSI: 0.848 Max Web CSI: 0.309 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord2x4 SP #1 Webs 2x4 SP#3 :Lt Level Return 2x4 SP #3: :Rt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 byALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" 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 #1 hip supports 5-0-0 jacks with no webs. . Left side jacks have 5-0-0 setback with 0-0-0 cant and•1-9-15 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-9-15 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 1-9-15 overhang. Wind Wind loads and reactions based on MWFRS. A Maximum Reactions (lbs) Loc •Fr••/'t1• /Roy•'Rh•/RL /W • K 20496/890 /- •%••/- /O.II•••••• M 2dh9•/16D0 /- • /- •/- /84••• Wind 'emotions basedvn?VMS K Airi,8r0 Vidth Req = 41.5 M :Min Brg Width Req = 1.5 Bearings K &•Fare a hilviIrice. • • • • • • • • Maxiitrem Tep Chord Forces Per PIy:Igsr • •: Chords Tens.Comp.• • •Cgptds Tens. Comp. • • •• • A -B B-C C- D 20 -12 1009 -2402 1295 -3089 D -E E -F F-G 1295 -3089 1009 -2402 20 -12 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -.J J - I 2263 - 944 I - H 2273 - 943 2273 -943 H - F 2263 - 944 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A -K C -J C - I D - I 0 0 114 0 864 -373 263 -444 I -E H -E L-G 864 - 373 114 0 0 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, handling,shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fsafety 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 310, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer 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 drawing any failure to build the truss in conformance with ANSI I PI 1, or for handling, shipping, installation and bracing oftrusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of pressionar engineering responsibility solely for the design shown. The suitability and use of this drawingot for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job'speneral notes_paae and these web sites. ALPINE: www.aloineitw.com: TPI: www.tpinst.or8: SBCA: www.sbcindustry.com: ICC: www.iccsafe.oro Job Number: 16565e DUPLEX 900 Truss Label: T2 Ply: 1 Qty: 7 W gt: 56.0 Ibs SEQN: 250021 / T7 / COMN FROM: JP DRW: / ... 01/17/2018 6'11" 13'10" 12 3.37 V =3X4(A1) B 2X4(R) A 3-3/8 1'9„ 6'11" 6'11" 6'11" C III5X6(R) F 1II2X4 13'10" 6'11" 3X4(A1) E2X4(R) HI 1-42" 6'11" 13'10" • • • • • -• • • • • •• • • • • • • • • • • •• Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVH2 TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl VERT(LL): 0.055 F 999 VERT(TL): 0.150 F 999 HORZ(LL): 0.016 F - HORZ(TL): 0.044 F -- Creep Factor: 1.5 I@78S TC CSI: 0.724 Max BC CSI: 0.588 Max Web CSI: 0.104 Mfg Specified Camber: L/# 240 240 VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3: :Rt Level Return 2x4 SP #3: Lumbar value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ♦ Maximum Reactions (IA) • • Loc R • •/tl• I t / Rw • S• / RL / 4/ • • G 10%?./.462 /689•f-•/108 /a.e••• I 103:•/•t62 /680 /- • /- /6.g:••. Wind reaatipns based oMlMF4tS G J4 , r9 yVidth Req = 1.5 I iMin ilrg Width Req = •1.5 Beatings G &•D are aNid:�ace. • • • • • Maximum Tip Chord Fprcps Per Plyjlbs•)•.: Chords Tens.Comp.• •. € pds Tens. Comp. � • A -B B -C 40 0 C - D 931 -1699 930 -1699 D - E 40 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 1539 -760 F -D 1539 -760 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -G 1 0 C - F 274 -40 H-E '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, handling,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 properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7. or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to drawings 160A-Z for s,andard plate positions. Alpine, a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 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 essionaTT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE www.alpineitw.com; TPI: www.tpinst.orq: SBCA: www.sbcindustry.com: ICC: www.iccsafe.org Job Number: 16565e DUPLEX 900 Truss Label: J5 Ply: 1 Qty: 9 Wgt: 21.0 Ibs SEQN: 250037 / T18 / EJAC FROM: JP DRW: 01 /17/2018 T 6" 2X4(R) A 3-3/8" 12 3.38 V 2X4(A1) B 1'9" 1-1'2" 5' • • • •• • •• • C D 5' • -ao 0 . • •• • • •••• •• • • • • • • .• r N N 1 � • Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVHZ TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) PlateType(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 D HORZ(TL): 0.015 D Creep Factor: 1.5 ETC CSI: 0.663 Max BC CSI: 0.314 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Retum2x4 SP#3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ♦ Max mu1$Reactions (IbS) Loc •R••y!1 /Rw•Mifw/RL • • • E 5115••/229 /390•r••/111 /!'!.••• D 95 WtP /82• /- •/- /bbi••• C den /1t•r-•?- /15 Wintj r�ritiQgs based on MWFRS E 11in burg Width Req = 1.5 D t/lin Brg Width R2q = - • C 4Jlin Bre Width R9q = - Bea�lryg•E•is a rigid surfite. • • • • Maximum Top Chord gorces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A -B 40 0 B -C 63 -117 • • • • • • • Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. A -E '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, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr 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 properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer 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 drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page, listing this drawing indicates acceptance of ro esslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's aeneral notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org: SBCP.: www.sbcindustry.com: ICC: www.iccsafe.orq Job Number: 16565e DUPLEX 900 Truss Label: J3 Ply: 1 Qty: 8 Wgt: 15.4 Ibs SEQN: 250039 / T12 / JACK FROM: JP DRW: 01/17/2018 12 3.38 Lr 1 '9" C • • • • 3' 3' • 1 • • • • •••• • • • • • • • •• � • Loading Criteria TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " (psf) Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVH2 TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(LL): 0.002 D Creep Factor: 1.5 RESTC CSI: 0.387 Max BC CSI: 0.093 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Return. 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ♦ Maximum iieactions (Ib2) • Loc Ji••/IJ /RW•OW, /RL /3J • • E 39%6./'06 /318•t-'/76 /e.e••• D S2'••/•1•J /51s /- •/- /4.1•••• C 4114,46.4 /4C•?-!- Wing iejitipps based on MWFRS E ivlin DrgiNidth Req = '1.5 D 'Min BrgWidth R q- •-• C iMin Bn3 Width Req = � • • Bea4iig,@is; rigid swine. • • • • MaximumTop Chord orces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 40 0 B-C 33 -71 • • • • • Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. A -E 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, 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 otherwtse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. fiefer 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 drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrusses. A seal on this rawing or cover page listing this drawing, indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's aeneral notes page and these web sites: ALPINE: www.aloineitw. com; TPI: www.toinst.oro: SBCA: www.sbcindustrv.com: ICC www.iccsafe.orq Ply: 1 Qty: 8 Wgt: 11.2 Ibs SEQN: 250041 / T6 / JACK FROM: JP DRW: / ... 01/17/2018 Job Number: 16565e DUPLEX 900 Truss Label: J1 Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " tD Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II 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 endwalt: Any GCpi: 0.18 Wind Duration: 1.33 12 3.38 t/ 1 r9u Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT:•NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVHZ TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C 9-3/8" 1'0-15/16" Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): -0.002 D Creep Factor: 1.5 i@ESTC CSI: 0.541 Max BC CSI: 0.077 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Retum 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. • • • • • • •• • • • • • • • • •• • •• • • .• • •• ♦ MaliMi i'teactions (Ibs • • Loc R••SW /Rw 4441•WRL /V1j • • . • E 35?'1246 /321 M•••/50 /8a•••• D 4•••S)3+ /30• /- ./- /1.5 • • C -43.4? /72:•/•••/' /1.5 Wind reactions based on MWFRS .E Glin g•1Qfidth Req = 11.5 D Idlin Brg Width Re = - • C Min Brg,Width Re$ - - Bearfri /rigid surf.ce. • • • • Maximum Top Chord F'ofcet Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A -B 40 0 B-C 52 -38 • •• Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -E 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, handling.,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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. fiefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's oeneral notes page and these web sites. ALPINE'. www.aloineitw.com: TPI. www.toinst.org: SSCA: www.sbcindustry.com: ICC: www.iccsafe.oro Job Number: 16565e DUPLEX 900 Truss Label: HGSA Ply: 2 Qty: 1 Wgt: 131.61bs SEQN: 250025 / T17 / HIPS FROM: JP DRW: 01/17/2018 co ti 0 5' 8' 10" 13'10" 12 3.38 ti =2X4(A1) 2X4(R) A 3-3/8" 1'9„ 5' C=4X6 III2X4 5'1-3/4" 5' 1-3/4" 3' 10" 13'10" 5' = 4X4 D G 3X4 E 2X4(A1) 2X4(R) 3'4-3/4" 8'6-1/2" 5'3-1/:" ••, 13'10" . . • Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II 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: NA GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVH2. TPI Std:.2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSl Criteria PP Deflection in loc Udefl U# VERT(LL): 0.072 G 999 240 VERT(TL): 0.198 G 820 240 HORZ(LL): 0.021 G - HORZ(TL): 0.058 G Creep Factor: 1.5 RESTC CSI: 0.503 Max BC CSI: 0.786 Max Web CSI: 0.059 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Level Retum 2x4 SP #3: :Rt Level Retum 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" 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 #1 hip supports 5-0-0 jacks with no webs. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-9-15 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-9-15 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 1-9-15 overhang. Wind Wind loads and reactions based on MWFRS. JK .•.• •••• -1..1'9•--I • • • • •• T tV N 1 •* • ••.• ♦ Maximum lieactions (IA• • Loc i• • 7 tie / R : •hfltw / RL / 4 • I 15tit./%62 /- •P-*•/- /8fCP••• K 1551!fg6/6Q2 /- • /- •/- /a0i••• Wind Aeadions based:al R/1611[=RS I WM Vidth Req = 1.5 • K Min Brg Width Req = 1.5 BeaAngs I& E are a r I surtAce. • • • • • MaximumTip Chord Icecap Per Ply DM • • • • Chords Tens.Comp.• Qhels Tens. Comp. A -B 20 -12 D -E 667 -1578 B-C 666 -1580 E-F 20 -12 C-D 619 -1504 •• Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1476 -616 G - E 1474 - 617 H-G 1490 -617 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - I C-H C-G 0 0 158 -14 15 -2 G -D 166 -15 J-F 0 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, handling,shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7. or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer 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 drawing.any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of proiesslonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustry.com: ICC: www.iccsafe.oro Job Number: 16565e DUPLEX 900 Truss Label: HJ5 Ply: 1 Qty: 4 Wgt: 29.4 Ibs SEQN: 250043 / T20 / HIP_ FROM: JP DRW: / ... 01/17/2018 6° 1 2X4(R) A T 3-7/16" Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " 2.39 2X4(A1) B 2'5-11/16" 12 E 1-1'2" Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVHZ TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7'0-1/8" 7'0-1/8" Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.015 D - HORZ(TL): 0.035 D - Creep Factor: 1.5 RraSTC CSI: 0.941 Max BC CSI: 0.596 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Retum2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads and reactions based on MWFRS. • • • • • • •• • • D •••• •J •• • • • • • •• ♦ M6c1MJM Reactions (Ibs) Loc Re • 4101 / Rw • iiFity / RL • • • E 43•!••/•303 /- •)••/- D 106••/QS /- • /- • /- c 1s2• ./4311 / - ;' �' • + - Wind�Leactions based on MWFRS E v r $rg V/idth Reg = •1.5 D TAin Brg Width Relc�= -• C 4 inBraWidthR�q"-•• BealirApis: rigid surface. • F.-- 2'2-3/16" ----1 • • • • • /'v••••. • /10.9•• • • / 1.5 • • • • • • • • • Maximum Top Chord Parcis Per PIy (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 26 -15 B -C 39 -34 Maximum Bot Chord Forces Per PIy (Ibs) Chords Tens.Comp. B -D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. A -E •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, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr 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 properly 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. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinc�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of protessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.aloineitw.com: TPI: www.tpinst.org: SBCA: www.sbcindustrv.com: ICC. www.iccsafe.oro Job Number: 16565e DUPLEX 900 Truss Label: V16 Ply: 1 Qty: 1 Wgt: 50.4 Ibs SEQN:250019/T8/VAL FROM: JP DRW: / ... 01/17/2018 { 5' 8' 11' A 3X4(D1 5' 12 3.38 tr 111 2X4B 3' C=4X4 3' { 16' D 1112X4 0 5' 3X4(D1) E H II 1112X4 III 2X4II { 5' 5' 3' 8' 16' 3' 11' • • • • • 36' • • • • • • • • • • •• • • • • • •• • • • Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVH2 TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefIICSI Criteria PP Deflection in loc L/defl VERT(LL): 0.029 F 999 VERT(TL): 0.081 F 999 HORZ(LL): -0.007 F - HORZ(TL): -0.020 F - Creep Factor: 1.5 RiagTC CSI: 0.500 Max BC CSI: 0.271 Max Web CSI: 0.113 Mfg Specified Camber: L/# 240 240 VIEW Ver: 17.02.01A.1114.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord.2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ♦ Mal(THir 8Reactions (Ib4)or PLF• Loc Ft• • Mt / Rw •/•Rh•/ RL I1:' • • • . • I` 1326,%9 /69 •r0•/5 /1B4••• WinslteQi•ns based ion MWFRS • • I #{high Vidth RE:1•--• • • • BeaurLq,q s rigid surface.•• • • • • • • Maximum T8p Cheri Vir Jer Ply fII st • • • Chords Idlt .Comp.• Chords Tess. Coma. A -B•• 329-146•%PI; 309 -e6 B-C 309 -65 ••D•E 329 -149 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -H 169 -252 G-F 181 -269 H - G 181 -269 F - E 170 -252 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-H 316 -475 F -D 316 -475 C - G 185 -376 **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, handling,shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr 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 properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7. or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer 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 drawinq,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of _prolessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com: TPI www.tpinst.org: SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Job Number: 16565e DUPLEX 900 Truss Label: V12 Ply: 1 Qty: 2 Wgt: 36.4 Ibs SEQN: 250014 / T16 / VAL FROM: JP DRW: 01 / 17/2018 Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " 6' 12' 6' 12 3.37 v A=3X4(D1 B=4X4 6' 3X\ (D1) C D 1112X4 6' 12' 6' . • • • •• • • Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVHZ TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 12' •••• DefIICSI Criteria PP Deflection in Ioc L/defl L/# VERT(LL): 0.061 D 999 240 VERT(TL): 0.171 D 821 240 HORZ(LL): -0.015 D - - HORZ(TL): -0.042 D - Creep Factor: 1.5 RTC CSI: 0.755 Max BC CSI: 0.568 Max Web CSI: 0.211 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 •• • • • • � • A, MSAMOMIReactions °At or*=PLP Loc •R • •I•l! / Rw / Rh / RL / W • E* l ••P /6)1•'!•`4 //43 Wind tc etions based oniullf FRS E v t ro (Jidth Rqq = -. Bearing• pis a rigid surVIel • • • • • . Maxrmurp iap Chord Forces Per PIy (Ibs)• • Chofds Terft.Comp • CI -fords Oosrm. A -a ••Ip5 -474. B-C 49••••4:5 •• • •• • • • • • • Maximum Bot Chord P WcE% Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A -D 521 -704 D -C 521 -704 Maximum Web Forces Per Ply (Ibs) Webs 'Tens.Comp. B - D 590 -867 '"'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, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr safety practices pnor 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracina installed per BCSI sections B3, B7. or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer 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 drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's oeneral notes paae and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustry.com; ICC' www.iccsafe.orq Job Number: 16565e DUPLEX 900 Truss Label: V8 Ply: 1 Qty: 2 Wgt: 25.2 Ibs SEQN: 250023 / T3 / VAL FROM: JP DRW: 01/17/2018 4' 8' 4' 12 3.37 V A3X4(D1 8' 8' 8' 4' 3X4 3X4(D1)C • • • • • • _J • • • • • • . •• • •• • Loading Criteria (psf) TCLL: 30.00 TCDL: 25.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014-HVH2 TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.078 999 240 VERT(TL): 0.219 421 240 HORZ(LL): -0.019 - - HORZ(TL): -0.053 Creep Factor: 1.5 R 2TC CSI: 0.531 Max BC CSI: 0.646 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.01A.1114.21 ♦ M9f i it ieactiofs (Itfq, or *=PLP Loc•R••,W /Rw /Rh /RL /WN • •• • D* 432••17.a5 /6g•1s• /4 /96.0 • Wind seeations based onAWliFsRS D .I`4'4 5rio pidth Rgq = - • BearingiA isa rigid surf•ae• • • • • • lula)Dittrt •i-bp Chord Fortes Per Ply (Ibs) • • Chords Tens.Comp• Cl•ords Teas* Cone. A-8 • 1 -120✓3 B-C 1i=4j•i1A8 •• • •• • • • • • • Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B".uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. A -C 1194 -982 '"`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, handling,shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr 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 properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer 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 drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this iob's general notes oage and these web sites. ALPINE: www.aloineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustrv.com, ICC' www.iccsafe.org Page 2.0 - TYPICAL DETAIL @ CORNER SET. TYP. DETAIL @ CORNER - HIP en h 0) 11CI) 0) 0 2-16d NAILS 0 3-16d NAILS J3 © SIIVIPSON LUS-26 w/ 11-6d NAILS J5 • ITW SS- L/R-26 w/ 6-16d + 6-10d NIALS J7 OE ITW SS- L/R-26 w/ 6-16d + 6-10d NIALS ® ITW SS- L/R-26 w/ 6-16d + 6-10d NIALS HANGERS SHOULD .BE CONNECTED w/ THE NUMBER OF FASTENERS REQUIRED TO DEVELOP THE HANGER MAXIMUM CAPACITY ✓) 0 J ,0 n u d i HIP GIRDER) n© . © 10 0 11G9 ( HIP GIRDER ) ©© FRAMING PLAN �. c o •••• • • • .. •' • - •••• U th rn • - • •• • •• • • • • • • • :i•• • •• • • • •••• • • •-•• CHORD HANGERS FAF;TNEi�--:. GIRDER'' • 'JACK J1 - J3 to HIP JACK GIRDER T-CHORD STEEL STRAPS - by builder 2-16d NAILS • s . - • B-CHORD STEEL STRAPS - by builder 2-16d NAIL • • • J5 to HIP JACK GIRDER T-CHORD STEEL STRAPS - by builder 2-16d NAILS. •' , • • • : B-CHORD STEEL STRAPS - by builder 2-16d NAILS ` ` ` • • • J7 to HIP GIRDER T-CHORD STEEL STRAPS - by builder 3-1ad NAILS B-CHORD STEEL STRAPS - by builder 3-16d NAILS J9 to HIP GIRDER T-CHORD STEEL STRAPS - by builder 3-16d NAILS B-CHORD SIMPSON LUS-26 8-16d NAILS B-16d NAILS HIP JACK GIRDER (HJ-7) to HP GIRDER T-CHORD ITW SS- L/R-26 6-16d NAILS 6-16d NAILS B-CHORD ITW SS- L/R-26 - 6-16d NAILS 6-16d NAILS HP JACK GIRDER (HJ-9) to HIP GIRDER T-CHORD ITW SS- L/R-26 6-16d NAILS 6-16d NAILS B-CHORD ITW SS- L(R-26 6-16d NAILS 6-16d NAILS SET -BACK --={0 © © O O II n II II a nm 1101 III 1 0) nN V—, 11-- 11 ,— 1 —ro n—, tl n. n 1 WI V 11 11 n a 11 n 0 0 0 0 © © © © HIP GIRDER - SIDE VIEW OSCAR CORRAL, P.E. ( civil eng.) state of florlda registration # 12467 GRAVITY LOADS') ROOF FLOOR ( top chord: live load: ldead load: bottom chord: live load: dead load, total loa.ca : J uration factor: (-30-psfl t 1 5-psfJ (00-psfl t 10-psf) (55-psf) 33 %) 4l ( sign & seal: date: VVIND LOADS (exposure category. Type G (building category. Type.11 ) (wind velocity:175 mph)l ) (mean roof height: VARIES (importance factor. 1.00 ASCE 7-10- 1=6C 2010 - ) ( ) 9'-0. SET -BACK 7' 0` SET -BACK 0 • • • / • ••• • 000.1 • • • ••r • • • • 1 rMINIMUN GRADE of LUMBElZ1 T-CHORD.... 2x4 - No.2 19 SP B-CHORD.... 2x4 - No.2 19 SP W0). EBS`..,A1 JIU FiNp. 19 SP UGC .... �r�„`�, HIP JACK GIRDER - SIDE VfW �A- 'd'n ouportanf CC#2138�, 8500 N.W. 58th St. dade: (305) 591-9918 / 19 MIAMI, FL. 33166. broward: (954) 522-8055 • -B1 SUMMA Y SHEET - GUIDE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING OF TRUSSES pans over 60' may require complex permanent racin ' . Consult a R ' istered Desi ' n Professional. B1 General Notes Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI - Guide to Good Practice for Handling. Installing. Restraining 9 & Bracing of Metal Plate Connected Wood Trusses*** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI-B3*** for more information. All other permanent bracing design is the responsibility of the building designer. Notas Generales Los trusses no estan marcados de ningOn modo que identifique la frecuencia o localization de restriction lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacidn, restriction y arriostre temporal de los trusses. Vea el folleto BCSI - Guia de Buena Practice Insta/aci n para el Manejo. 6 Restricci6n v Arriostre de los Trusses de Madera Conectados con Places de Metal*** para information mas detallada. Los dibujos de dise/to de los trusses pueden especificar las localizations de restricci6n lateral permanente o refuerzo en los miembros individuates del truss. Vea la hoja resumen BCSI-B3*** para mas informacibn. El resto de los diselfos de arriostres permanentes son /a responsabilidad del diseriador del edificio. DANGER The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. iPELIGRO! El resultado de un manejo, levanta- miento, instalaci6n, restricci6n y arriootre incorrecto puede ser la caida de la estructura o a in peor, heridos o muertos. A(.z:YU0 ©a Exercise care when remov- ing bandinVId'tfirciling trusses to avoid • • • • ad•maging truesospapdprevent injery. Weai • personal protective equipment fir Mt eye. • • feet, handsied h�' I�rvhen wo ng Ai" • • • • •trusses. • • • • ° ]N1i719 Lailice cautela al4 44 0%4aduras • • • • •c•los pedazos de metal de sujetar para evitar • dario a los (itAset ,evenir Oejsonal. • • • •Lieve el equippapipjectivo person* dwe o/os, • • pies, manos y cabeza cuando trabaja con • • • *Asses. • • • • • •• •• • ••Handlin J - Mabtlibt: -� Avoid lateral • • • •ttnding. Evite la flelien eeteral• • •• NOTICE The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en la Berra liso para prevenir el dario. • tZt c [17/1 A 6L:YOUOCDGfi Use special care in windy weather or near power lines and airports. Spreader bar for truss Use proper rig- ging and hoisting equipment. Trusses may be unloaded directly on the ground at Q 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 (o.c.). Los trusses pueden ser descargados directa- mente en el sue/o en aquel momento de entrega o almacenados temporalmente en contact() con el suelo despues de entrega. Si los trusses esteran guardados para mas de una semana, ponga bloqueando de altura suflciente degas de la pila de los trusses a 8 hasta 10 pies en centro (o.c.). If trusses are to be stored for more than one week, cover bundles to protect from the environment. Para trusses guardados por mas de una semana, cubra los paquetes para protegerlos del ambiente. Refer to BCSI*** for more detailed information per- taining to handling and jobsite storage of trusses. Vea e/ folleto BCSI*** para informacibn mas detal- lada sobre el manejo y almacenado de los trusses en area de trabajo. DO NOT store on uneven ground. bC0u LLtC19 Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Use equipo apropiado para levantar e improviser. NO almacene verticalmente los trusses sueltos. NO almacene en tierra desigual. Hoisting and Placement of Truss Bundles Recomendacionesrrcc''Para Levantar Paquetes de Trusses �y DON'T overload the crane. NO sobrecargue la grim. NEVER use banding to lift a bundle. NUNCA use las ataduras para levantar un paquete. 0 A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 m). Use at least two lift points for bundles of top chord pitch trusses up to 60' (18.3 m) and paral- lel chord trusses up to 45' (13.7 m). Use at least three lift points for bundles of top chord pitch trusses >60' (18.3m) and parallel chord trusses >45' (13.7 m). Puede usar un solo lugar de levantar para paquetes de trusses de la cuerda superior hasta 45' y trusses de cuerdas paralelas de 30' o menos. Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada haste 60' y trusses de cuerdas paralelas hasta 45', Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada mas de 60' y trusses de cuerdas paralelas mas de 45'. ri Do not overload supporting structure with truss bundle. No sobrecargue la estructura apoyada con el paquete de trusses. Place truss bundles in stable position. Puse paquetes de trusses en una position estable. Mechanical Hoisting Recommendations for Single Trusses Recomendaciones Para Levantar Trusses Individuates NOTICE Tagline Using a single pick -point at the peak can damage the truss. El use de un solo lugar en el pico para levantar puede hacer dano al truss. Spreader bar 1/2 to ✓' 2/3 truss length TRUSSES UP TO 60'(18. 3 m) _ TRUSSES HASTA 60 PIES 0 Hold each truss in position with the erec ion equipment until top chord temporary lateral Tagline restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de grtia haste que la restricci6n lateral temporal de la cuerda superior este instalado y el truss este asegurado en los soportes. Installation of Single Trusses by Hand Recommendacciones de Levantamiento de Trusses Individuates Por La Mano Tagline Approx. 1/2 _� truss length TRUSSES UP TO 30' (9.1 m) TRUSSES HASTA 30 PIES Locate Spreader bar above or stiltback mid -height Attach 10' (3 m) o.c. max. Trusses 20' (6.1 m) or less, support near peak. Soporte cerca al pico los trusses de 20 pies o menos. t- Trusses up to 20' -► (6.1 m) Trusses haste 20 pies Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO AND OVER 60' (18,3 m) .1- TRUSSES HASTA Y SOBRE 60 PIES -11- Trusses 30' (9.1 m) or less, support at quarter points. Soporte de los cuartos de tramo los trusses de 30 pies o menos. .E Trusses up to 30' _ (9.1.m) Trusses hasta 30 pies Temporary Restraint & Bracing Restriction y Arriostre Temporal NOTICE Refer to o;SI-B2*** for more information. Vea el resumen CSI-B2*** para mas informacibn. RI Locate ground braces directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en Ilnea con cada una de las 1 files de restricci6n lateral temporal de la cuerda superior (vea la table en la proxima columna). GI DO NOT walk on unbraced trusses. NO camine en trusses sueltos. jp =90 DO NOT stand on truss overhangs until Structural Sheathing has been applied to the truss and overhangs. NO se pare en voladizos cerchas haste Revestimiento estructural ha sido aplicado a la armadura y voladizos. • Top Chord Temporary Lateral Restraint (TCTLR) 2x4 min. s 2'o.c., typ Brace first / truss securely befo e e action of additional trusses. �-IIIIIIIII Steps to Setting Trusses Las -Medidas de la lnstalacion de los Trusses 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 bracingto stabilize the first five trusses (see.below). 6) Install bottomg chord temporalateral restraint and diagonal bracing (see below). 7) Repeatprocess with groups of four trusses until all trusses are set. P 9 P 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente al arriostre de tierra. 3) Instate los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los pianos de los miembros secundarios para estabilice los primeros cinco trusses (vea abajo). 6) Instate la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. NOTICE Refer to BCSI-B2*** for more information. Vea el resumen BCSI-82*** para mas informacibn. RestraintBracing for All Planes of Trusses Restriccion/Arriostre Para Todos Pianos de Trusses L✓J Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach to each truss with at least 2-10d (0.128x3"), 2-12d (0.128x3.25") or 2-16d (0.131x3.5") nails. La madera 2x4 clasificada por estres es la madera minima utilizada pare restricci6n lateral y arriostramiento di- agonal. Atarlas a cada braguero con al minimo 2 davos 10d (0.128x3 ), 12d (0.128x3.25") o 16d (0.131x3.5 ). This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restricci6n y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea la parte superior de la column para /a restricci6n y arriostre temporal de PCTs. 1) TOP CHORD PLANE - CUERDA SUPERIOR Truss Span Longitud de Tramo Top Chord Temporary Lateral Restraint (TCTLR) Spacing Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' (9.1 m) 10' (3 m) o.c. max. 30' - 45' (9.1 m - 13.7 m) 8' (2.4 m) o.c. max. 45' - 60' (13.7 m - 18.3 m) 6' (1.8 m) o.c. max. 60' - 80' * (18.3m-24.4my* 4' (1.2 m) o.c. max. Consult a Registered Design Professional for trusses longer than 60' (18.3 m). Consulte a un Professional Registrado de Dise10 para trusses mas de 60 pies. 0 See BCSI-B2*** for TCTLR options. Vea el BCSI-B2** para las options de TCTLR. NOTICE Refer to BCSI-B3*** for Gable End Frame restraint/bracing reinforcement information. Para informacibn sobre restricci6n/ arriostre/refuerzo para Armazones Hastiales vea el resumen BCSI-B3*** Note: Ground bracing not shown for clarity -- 10" or > Truss attachment El 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 NOTICE LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT ,LA RESTRICCION LATERAL V EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS Web members 10' (3 m) - 15' (4.6 m) max. Same spacing as bottom chord lateral restraint Diagonal Continuous Lateral Restraint bracing (CLR) splice reinforcement Truss Member Bottom chords Diagonal braces every 10 truss spaces 20' (6.1 m) max. Note: Some chord and web members not shown for clarity. 3) BOTTOM CHORD PLANE - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses or CLR splice reinforcement. Bottom chords 10' (3 m) - 15' (4.6 m) max. 45'_ 2x_ CLR Minimum 2' 2x_ Scab block cente over CLR splice. Attach to CLR with minimum 8-16d (0.135x3.5') nails each side of splice or as specified by the Building Designer. SECTION A -A Truss Member Note: Some chord and web members not shown for clarity. Diagonal braces every 10 truss spaces 20' (6.1 m) max. Restraint 8c Bracing for 3x2 and 4x2 Parallel Chord Trusses Restriction y Arriostre Para Trusses de Cuerdas Paralelas 3x2 y 4x2 10' (3 m) or Diagonal bracing Repeat er 15' (4.6 m)' every 15 trussdiagonal spacesbracing 30' BCSI-B7*** forRefmoreto (9.1 m) max. information. ; <ij _' i.lei NOTICE Vea el resumen BCSI-B7*** para mas information. Apply diagonal brace to vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15' (4.6 m) o.c. for 4x2 chords. Installing - lnstalacion J Tolerances for Out -of -Plane. Tolerancias para Fuera-de-Plano. Max. Bow 7- Length -► <- Length -> Max B w / Max. Bow Length Tolerances for Out -of -Plumb. Tolerancias para Fuera-de-Plomada. D/50 max Out -of Plumb D/50 D (ft.) Out -of -Plane Max, Bow Truss Length 3/4" (19 mm) 12.5' (3.8 m) 1/4" (6 mm) 1/2" (13 mm) p 3/4" (19 rum) n 1 d Plumb • ./line (25 rum) f 1-1/4" (32 rain) • 1at/2"• •(•38 mrd♦' • (44�anm) ••t'•• Construction Loading 41 mm) Carga De Construction • • DO NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. • • NO proceda con la construccibn hasta que todasalals resNtc ciones laterales y los arriostres esten colocados Mire • apropiada y segura. • • • DO NOT exceed maximum stack heights in table at right. • Refer to BCSI-B4*** for more information. • • • • • NO exceda las alturas maximas de monton. Vea eh-•Bume• BCSI-B4*** para mas informacibn. 1' (0.3 m) 2' (0.6 m) 3' (0.9 m) 4' (1.2 m) 5' (1.5 m) 6' (1.8 m) 7' (2.1 m) z8' (5 .4 m) • 7/8" (22 mm) (25 mm) 1-1/8" (29 mm) 1-1/4" 32 rum) • f118i � h3G Elm) 1-1/2" a t38 Alm) •( m) •2„ 151 mm) • 14.6' (4.5 m) 16.7' (5.1 m) 18.8' (5.7 m) 20.8' (6.3 m) 22.9' (7Do11 • 25.0' (7.6 m) • • • (8. m) 0113.3' (1i1S • • t•a•ii•r•n Sta k Heig•t• • • for Material an Trusses'' • • • •.s-•-•-• •MittrivAl• • Height • • ••MA, Gypsum Bogrd 12" (305 rum). • Plyvod or OiB 16" (446inglL Asp•.alt AMA? 2 bljdles • • Concrikelot* • • Clay Tom• • •••• 8"(2a3mm) • 3-4 tiles high 1. Based on truss live oad of 40 psf or greater. For other conditions, contact a Registered Design Professional. 2. Install stacks of materials as quickly as possible. NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA apile los materiales cerca de un pica, a centro de la luz, en cantilevers o aleros. DO NOT overload small groups or single trusses. NO sobrecargue pequerios grupos o trusses individuates. RI Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. El Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. Alterations - Alterations NOTICE Refer to BCSI-B5.*** Vea el resumen BCSI-B5. *** �I� 1► %lid / Truss bracing not shown for c arity. 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 ningtin miembro estructural de un truss, a menos que este especificamente permitido en el dibujo del disefto del truss. NOTICE Trusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccibn o han sido alterados sin la autor- izaci6n previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la 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 experience of leading personnel involved with truss design, manufacture and installation but must,due to the nature of responsibilities involved be resented only ed t 9. mP D 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 lt does not preclude the use 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 and TPI expressly disclaim 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 TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 703-683-1010 • tpinst.org BIWARNII 17 170120 -ADVERTENCIA! HOJA RESUMEN DE LA GU%A DE BUENA PRACTICA PARA EL MANEJO, INSTALAC/ON, RESTRICCI TIN Y ARRIOSTRE DE LOS TRUSSES Vanos mas de 60 pies pueden requerir arriostre permanente complejo. Consulte a un Profesional Registrado de Diseno. •••• • • • • • .. • • • .. . . • • • • • • •• • • • ••• • • • • • • • • • • • • • • •• • • .• .• • . .• . • • • • • • • • • • • • • • • • • • • • . • • • • • • • ••• • 0•• ••• • • .. • • • .. ••• .. • • • • • • • .. • • • • • ••• .. .. • • • • • • • • .. •• • • • • • •. • . • •. ••• •• • ... • ... ••• . • • • • • • • • • •• • • • • • . • • • • • • . • • • • • • .... • • •• • • ••• • • • . • • . • • • ... • • • • • • ...• . •• • • •••. • • • .. • .