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27 NE 94 St (11)BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT v° 8358 ROOFING ❑ 0 Owner of Building 14, Architect Contractor or Builder Legal Description Address of Building Lot t‘ 1 i! f This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed Li • ;. CONTRACTOR or BUILDER Work to be performed under this Permit II lrl. , . Subdi- vision Sq Ft Value of • Project $ x Contractor's License No. 7 7 la two II Mount of II Permit $ (INSPECTOR) BY In consideration of the issuance to me of this permit I a ee to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawi s, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work !lone by,either, myself, my agent, servant or employee. BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ PERMIT N° ROOFING 0 Owner of Building Architect Contractor Jas 1 or Builder Legal Lot Description 11 Bl Address of Building 7 t / Signed • MIAMI SHORES VILLAGE, FLORIDA Date "Z. C t 8388 Contractor's License No / u L j r Z Subdi- vision Sq Ft Value of '' � 1 Amount of Project $ ! ' — 11 Permit $ ` } Work to be performed under this Permit i t r- This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans -are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or di wings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees., (dN CT BY In consideration of the issuance to me of this permit I agree to form the work covere ereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, sta ents or specifications submitted to the proper authorities of Miami Shores Village. In accep/ ng this permit I assume responsibility for all work done bf,ithpr, thyself, my agent, servant or employee. .�..r. — vV - "" . - zal 'b�^" P. 1 k e i l . w j. / i :..r'°'' i CONTRACTOR or BUILDER BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t I � / Job Address 2 7 A1i 9 Tax Folio /1 3 Z 06 6 7 (3 C Legal Description Own /Lessee / Tenant Owners Address ,2'71VE 9(5T- Contracting Co. /"l — 5 Qualifier c h . /� 7 SS# 0 0 T 7S(Municipal # State # f owner and/or ondo Presi Signature N:.: as _.(/ �d/ My Commission Expir s: `� , FFICIAI, Mn Y�- 7- AMARILYS PAULA NOTARY PUBLIC STATE OF FLORIDA COMMA NO CC681817 MY COMMISSION EXP. SEPT 18,200' FEES: PERMIT RADON APPROVED: Zoning Mechanical o Owner and/- Condo President Lu is Historically Designated: Ye No 9 92 7 Master Permit # U���'®'r-� Address /0:2-2—/ J l C a7 < Phone .SSJ- -i"7'" 7 '6 1 1 C.C.F. Nc tary as to Con MyC Building 6 ( Q°'` Plumbing Phone Competency # Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING / ELECTRICAL PLUMBING MECHANICAI�ROOFING )PAVING FENCE SIGN WORK DESCRIPTION / /i - e K ' S '"; 7 - 14 — r ,L 77 (. I Square Ft. ; !,) 7 4 Estimated Cost (value) / �4 Electrical TOTAL DUE .do WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO 0 SO MALT IN 1 UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, C s SULT WITH YOUR NDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. Furthermore, I authorize the above -named contractor to do the work tated. tf C • tractor or Owner -Bu' er • or or Own es: 1.t er -B ilder CIAL Nom AMARI AAU SEA NOTARY PUBLIC SPATE OF FLORIDA MY COMMISSION NO. CC681817 O ISSION EXP. SEPT I8,2001 NOTARY �'� BOND 4v Zv 44 FA) Date Structural Engineer NOTICE OF COMMENCEMENT ``'A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // ✓ 2. 0 a: o/2,5" STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property; and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 6q 2. Description of improvement: 3. Owner(s) name and address: V 41/4 - 7 /tA a r . 9g .S'/ / u ¢,�» ,. ‘.Ca 1'4 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: / 1_Z5 ' 0 '2 2/ ( 16 s ? • /'' / f 33 I c 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) _. nature of Owner Print Owner's Name OVI Sworn to and subscribed before me thiscP0 day of , 20 0 j /4-4 '51> � "' 77C / • ,1, Notary Public :p;� Print Notary's Name Aisr / � , �<; My Commission Expires ; • 0 HERESY CE- ftrlitrtimetpDs;isiattaeisiimac rttfa! 644'a9fiI iruiiff-54lt ' dav NFF'NESS my hartd and Officlaf Seat.' I tARVEY RUVIN, - • • ' r uif and County Courts D.G. 01R322369 2001 JUN 21 09:04 N/A Address: Prepared by VTCL#a L FAA) 1 a 7-'1-1 5'c.J "s ` 33/C �v. 4 123.01 -78 4/99 Contractor's Name: 7� f � L / Z S ��.i//tai ` Address: 2.7 'VL 9�l ROOF CATEGORY k -- (Low Slope Application) ❑ (Nail -On Tile) (Mo r- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ,(Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 2 1/45 ---- Sloped Roof Area (ft2) 36' / Total (ft 5 76 Master Permit No. Exposure category (per ASCE 7 -88): - Building Classification category (per ASCE 7 -88 table 1): - ROOF HEIGHT AND SYSTEM DETAILS ARE Tz f 75 . � �S details as needed) GAS VENT STACKS? %7 Z p/ i es f(yr YES ❑ NO �� /� 1\1ATURAL 0 LIFGX 0 ATTACHMENT Fastener Type: 1 GA (I4fI SPACING " Z Field: Perimeter: 6 Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 '1 6;tf- s 'K ROOF PLAN 1* Ridge Ventilation? q/U MEAN HEIGHT Deck type: zUnderlayment: 4- ova t - 30 i 4-5-p---/-7 U2- Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION AUA Fastener type & spacing: Cap Sheet: Roof Covering: Page -2 /2 cox /Art(' /Z % /j /Nen,$C Drip edge: 3 ` r 3'( 1 G� , ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals //// TILE CALCULATIONS (Pmaxl: `�(Oif. X ? (Aerodynamic Multiplier):' 21 1) - M g : o6,42 = M /' / V/PCA: R 6 I ( Pmax2: ( i X a (Aerodynamic Multiplier): e Z d ) - (Pmax3: 14 ‘X a (Aerodynamic Multiplier): 2t1) - Mg: lv• = M 2 /`7 PCA: ��• M e/ M 2/ -7 PCA: • APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) i&3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �V 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. A 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. /(% 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. . 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. ner's /Agent's Signature 123.01 -12 PAGE 2 7/99 9/0 Date Contractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 1012.02 (Revises No.: 97-1124.16) Expires.:12 /16/2002 Approved: 12/30 :'1999 BUILDING CODE & PRODUCT REVIEW COI\INIITTEE Internet mail adtlrelc: puatmas ter ©buildingcodcuulinc.cont Tnn t�, ' .tvn..v.....- CONDITIONS MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FL.AGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 SIIA\lI. FLORIDA 33130 (305) 375 - 2901 FAX (305) 375 - 2908 CONTRACTOR LICENSI\C SECTION (305) 375 - 2527 FAX (305) 375 - 2558 FL 33431 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 Your application for Product Approval Of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Villa & Roll Capri Low Profile Tile under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. )0j,, rancisco . Quintana, R.A. Director 1 of 9 Miami -Dade County Building Code Compliance Office Hontcpal:c: http://www.buildiagcudeoolint.com y1ONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 1. SCOPE This revises a roofing system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The artach.ment calculations shall be done as a moment based system. Category: Sub Category: PROW. CT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetil.t LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Prepared Roofing Low Profile Tile L= 17" W= 12 ' /," 4" thick 1= varies w = varies varying thickness PA 112 PA 112 Low profile, interlocking, high pressure . extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim. concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Frank Zuloaga, RRC Roofing Product Control Examiner NIONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 2.1 Tile Nails Tile Screws Components or products manufactured by others Test Product Product Dimensions Specifications Description Rainproof II 30" x 75' roll 36" x 75' roll or 60" x 75' roll Manufacturer PA 104 Single ply, nail -on Protect -O -Wrap, underlayment with Inc. 2" self - adhering top (with current NOA) edge. ice and Water 36" x 75' roll PA 103 Self- adhering W.R. Grace Co. Shield underlayment (with current NOA) Wood Battens Vertical Wood Preservers Salt pressure g eneric Min. 1"x 4" Institute LP — 2 treated or decay Horizontal resistant lumber Min. 1 "x 4" for use battens with vertical battens or Min. I "x 2" for use alone 10dx 3" PA 114 appendix E Corrosion resistant generic screw or smooth shank nails 2 '' /-" long PA 114 Appendix E Corrosion resistant, generic 0.335" head dia. coated, square 0.131" shank dia. drive, galvanized, 0.175" screw thread coarse thread %vood dia. screws Roof Tile Molar N/A PA 123 Prepared mortar Bermuda Roof ( "TileTiteT "" , mix designed for Company, Inc. with mortar set roof tile current PCA applications. Roof Tile Ma-tar N/A PA 123 Prepared mortar (''Quikretel0 Roof mix designed for Tile Mortar mortar set roof tile 4 1 140) applications. 3 Quikrete Construction Products with Current PCA an ' Zuloaga. RRC Roofing' Product Control Examiner MONIER LIFETILE LLC Roof Tile Adhesive ( "Polypro® A1'{160") Roof Tile Adhesive TileBond Product Hurricane Clic & Fasteners 3. LIMITATIONS NOTICE OF ACCEPTANCE: Dimensions Test Specifications Roof Tile Mortar N/A PA 123 ( "BONSAL® Roof Tile Mortar M i x ") N/A See PCA Factory premixed See PCA canisters Clips Min. %" width Min. 0.060" thick Clip Fasteners Min. Sd x 1' V." 4 ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Manufacturer W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Generic 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shalt be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory • to perform quarterly test in accordance with PA (12, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. s shalt be in compliance with chapter 29 of the SFBC Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail-On Systems Tile Profile • Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile • 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 - 10d Smooth or Screw Shank Nails 16 21 7 1 #8 Screw 25.8 1 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34. 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 - 2 -10d Ring Shank Nails' 43.0 a 4" tile headlap and Easterners are located a min. of 1.1%;; 5t.• [ Installation with 2 % -" ead of ti .- t aoie 1: Table 2: Restoring 3 ":12" Moments I 4 ":12" due to Gravity 5 ":12" - M (ft -Ibf) 6 ":12" 7 " :12" or greater Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct I Battens Deck j Direct Deck 5.57 6.30 1 5.48 1 6.18 5.37 1 6.05 1 5.24 5.90 + 5.09 5.73 t aoie 1: Aerodynamic Multipliers - X (ft') Tile Profile X (ft') Batten Application X (f) Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 NIONIER LIFETILE LLC 4.2 Data For Attachment Calculations 5 ACCEPTANCE No. : 99-1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County_ Roofing Application Standard RAS 118, RAS 119, and RAS 120. rank Zuloaga, RRC Roofing Product Control Examiner Table 4: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Polyfoam Product, Inc. Average weight Average weight per patty 11.4 grams. per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPro j 86.61 Polyfoam PolyPro 45.5' 54grams of PoIyProT". of 249rams of PoI 4 Large padcy placement of 5 Medium paddy placement Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Mortar Set' Attachment Resistance 20.60 Monier Lifetile villa, Roll, and Capri Tile • ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS tMONIER LIFETILE LLC 5. LABELING All tiles. shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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. [.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 uloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS • MONIER LIFETILE VILLA CONCRETE ROOF TILE MONIER LIFETILE ROLL CONCRETE ROOF TILE Frank Zuloaga, RRC Roofing Product Control Examiner NIONIEF; LIFETILE LLC APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS MONIER LIFETILE CAPRI CONCRETE ROOF TILE ACCEPTANCE No. : 99- 1012.02 u oaga, RRC Roofing Product Control Examiner-. MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF' ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled w ith the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliancc with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 3. Any of the following shall also be grounds for removal of this Acceptance: a. Uisatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for salts, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. Failure ;:o comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3 and this last page 9.. END OF THIS ACCEPTAN rank;2uloaga. RRC::,. _ • oofing;ProductControt Examiner • I:iM l -0ADE' MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - D.ADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAI. PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375`2)01 X 305) 375.2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2353 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2903 PRODCCT CONTROI. DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372.6339 GAF Conventional Built -Up Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the MC of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. G.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.15 Expires:11 /04/2003 Raul Rodriguez Chief Product Control Division TIIIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM1`11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/2 Internet mail address: postmaster ©buildingcodeonline.com •rancisco Quintana. R.A. Director 1 of 32 Miami -Dade County Building Code Compliance Ottic Homepage: http : / /www.buildingcodeonline.com GAF N1.TERIALS CORPORATION C• tei Sub- Cateuorv: Deck Tv e: Maximum Dcskm Pressure Fire Classification: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® ROOFING SYSTEM APPROVAL Roofing I3UR 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /rol I 5 sq. roll 45 Ib. roll Wood -75 psf See General Limitation #1 Test Dimensions 'i 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons ASTM 1227 ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 of 32 Acceptance No: 00 - 0331.15 Approval Date: June 29. 2000 Expiration Date: November 04, 2003 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED I3Y APPLICANT: Product Descri 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roof's. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated. fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. •ran Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Product GAFGLAS Flex piyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated 5 sq. roll 45 lb. roll 5 sq. roll 76 Ib. roll 60 Ib. roll GAFGLAS® Flashing various GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® various Isotherm R Tapered GAFTEMP® various Isotherm R GAFTEMP Isotherm various RA Tapered GAFTEMP various Isotherm RA GAFTEMP Isotherm various RN Tapered GAFTEMP various Isotherm RN Test Dimensions Specification ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 69 Ib. roll ASTM D 489 D 3672 ASTM D4601, Type I1, UL Type G2 BUR PA 110 PA 110 PA 110 3 of 32 Acceptance No: 00- 0331.15 Product Description Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Premium glass fiber reinforced SBS- modified base sheet Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Frank Zuloaga; RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP® Cotposite various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A GAFTEMP® Composite N GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Product Dimensions Specification Description various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite N with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard insulation. High Density Fiberboard GAFTITE® #12 PA 114 Insulation fastener for steel and plywood Standard decks. Roofing Fastener PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and pla 4 of 32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR • RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS Test Dimensions Specification 3" and 3 '/• -" 3" and 3 /2" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 3/4 sq. roll 93 lbs. PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 5 of 32 Product Description Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane surface uloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion 5 gallons RUBEROID 109. Roll ULTRACLAD SBS 101 lbs. '/4 sq. roll 90 lbs. 1 sq. roll 92 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt 100 Ib. cartons, bulk RUBEROID MOD 60 lb. kegs Asphalt RUBEROID MOD 60 lb. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Test Dimensions Specification ASTM D 5147 ASTM D 5147 ASTM D 5147 1 sq. roll Non woven fiberglass mat coated with fire 92 lbs. retardant polymer modified asphalt and surfaced with mineral granules. 'sq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. PA l00(A) One way valve vent used to relieve built - ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I, II, III and IV 6 of 32 Acceptance No: 00- 0331.15 Product Description Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non - fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt an • Zuloaga,. RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N Various Various Various GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateT" Underlayment GAFTITE® ASAP Test Dimensions Specification Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. 500 per box Product Description PA 1 10 Polyisocyanurate /wood fiberboard composite PA 1 10 Tapered Polyisocyanurate/wood fiberboard composite PA 110 Polyisocyanurate/wood fiberboard composite PA 110 Tapered Polyisocyanurate/wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam 7 of 32 Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Fiberglass reinforced shingle underlayment PA 114 Pre- assembled fastener and metal and plastic plates ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox Product ACFoam I ACFoam 11 Hy -Therm White Line Anchorbond Fastener Dekfast Fasteners #I4 Dekfast Hex Plate Tes t Dimensions Specification various various various various 2 7/8" x 3 1/4" Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA, 1 ' !) Polyisocyanurate foam insulation Hy -Therm Nail -line various PA 110 Polyisocyanurate foam insulation Hy -Therm SP various PA 110 Polyisocyanurate foam insulation. Hy -Therm AP various PA 110 Polyisocyanurate foam insulation Hy -Therm Stable R various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. 8 of 32 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) u oaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product Dekfast Fasteners #I4 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood various Fiberboard Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps MB aluminum roof coating Dens -Deck Test Dimensions Specification Product Description PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener for steel and wood decks. PA 110 Polyisocyanurate / perlite ridged insulation ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer various PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board various various 4 mil min. various Minimum # 12 Min. 32 ga. x 1 5 /8 " various PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier 9 of 32 Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. Acceptance No: 00-0331.15 Manufacturer Construction Fasteners. Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic generic Grundy Industries (with current PCA) Georgia Pacific (with curre L CA Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Product Olympic Fastener #14 Olympic Polypropylene Test Dimensions Specification 3" round various various various Olympic Standard 3" round Product Description PA 114 Insulation fastener for steel or.wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener Pi ■ 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation PA 114 3" round galvalume AZ55 steel plate PA 114 Insulation fastener 3.25" round PA 114 Polypropylene plastic plate 10 of 32 • Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description Olympic Fastener PA 114 Insulation fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA UltraGard Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #I2 various various various various various PA 114 Pre - assembled Insulation fastener and plate PA 114 PA 114 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 3" round PA 114 PA 114 11 of 32 Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Insulation fastener for steel and wood decks 3" round polyethylene stress plate Insulation fastener for steel and wood decks Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Test Dimensions Specification 2" round 3" round 3" round PA 114 Tru -Fast DL PA 114 Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Fast MP -3 3.23" round PA 114 Tru -Fast HD PA 114 Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck various PA 121 Roof coating 12 of 32 Product Description PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Insulation fastener for steel, or wood 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks PA 114 Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber ndu th cu ent PCA) Frank Zuloaga,• RRC Roofing Product Control Examiner CAF N1ATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Factory Mutual Research FMRC 1996 Corporation Factory Mutual Research J.1. 1 V8A4.AM Corporation Factory Mutual Research J.I. 2B8A4.AM Corporation J I .AM J.I.ODOA8.AM Factory Mutual Research J.I.OD I A8.AM Corporation J Factory Mutual Research J.I.3X3A2.AM Corporation Factory Mutual Research J.I.0Y9Q5.AM Corporation 13 of 32 Description Date Current Insulation 01.01.96 Attachment Requirements Wind Uplift 06.28.93 FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 Wind Uplift 08.02.94 FMRC 4470 - PA 114 Wind Uplift 07.29.94 FMRC 4470 - PA 114 Underwriters R1306, 87NK11819 Fire Resistance Classification 01.01.93 Laboratories, Inc. UL 790 - PA 114 Dynatech Engineering #3600.02.95 -1 Wind Uplift 02.02.95 Corporation PA 114 Dynatech Engineering #4482.02.95 -1 Wind Uplift 02.02.95 Corporation PA 114 Frank Zuloaga, RRC Roofing Product Control Examiner GAF N1A"1 'Ek1ALS CO►lc'tivg(" fION beck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs.sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibsisq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 galfsq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 Ibsisq. & 300 Ibsisq., respectively. Maximum Design Pressure: Ply Sheet: Cap Sheet: Maximum Fire Classification: Maximum Slope: Specification No.: 19/ or greater plywood or wood plank decks GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. -45 psf. (See General Limitation #7) See General Limitation #1. See General Limitation #1. N - B - - N - B - - N - B - - N- B-4 -G, N- B- 4 -G /P6, N- B-4 -M, N- B- 4 -M/P6, N- B-4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- S -C/PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 16 of 32 Acceptance No: 00- 0331.15 Frank Zuloaga, RRC Roofing Product Control Examiner (::AF MATERIALS CORPORATION :Acceptance Nu: 00- 0331.15 Wood Deck System Limitations: I A slip sheet is required with Ply 40 Flex PIyTm 6 and Ply 60 when used as a mechanically fastened base or anchor sheet. 2. V: Type X gypsum board is acceptable to be installed directly over the wood deck.. 30of32 Frank Zuloaga, RRC Rooting Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 G ENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be applied in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheep is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with TAS 105. If the fastener value, as field- tested, is below 275 lbf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared. signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas. as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 3 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis. nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 31 of32 Frank Zuloaga; RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS Acceptance No: 00- 0331.15 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South clorida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner } ' RC COVERING MATERIALS (TENT) ' ROOFING SYSTEMS (TGFU)— Continued i w if board and overlayment board are offset 6 in. with the joints in the If polystyrene is part of the roof system, it must be placed below the board. ttiple plies of " GAFGLAS Ply 4" or "Pty 6" may be adhered to • •p in hot asphalt. LAS Stratavent Nailable Base Sheet" may be mechanically attached or be ppped over noncombustible decks and as a recover over existing roof , GAFGLAS Pertfte Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT T G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS po Premimum Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base . sheet " GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decia' Perforated to be mopped and nailable to b” mec hanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base 'sheer, " GAFGLAS #80 Premium Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) for naflable decks") may be substituted for Gi asphalt glass fiber ply sheet (GAFGLAS Ply 4' or " GAFGLAS Ply 6 ") as the nailed base ply in the following Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. ; Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened - "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any ether UL Classified perlite insulation. ',• Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included • as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. pertite board and deck with rosin paper (pertite /rosin paper /polystyrene / perlite) . is a suitable alternate for isocyanurate board in the following Class A, B or C systems.. f - "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems_.. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. - i• Class A 1. Dec C -15/32 - Incline: 3 Insulation (Optional): One . or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. , Ply Sheet:. Three or more layers Type 61 " GAFGLAS Pty 4" or " GAFGLAS Ply 6 ", hot mopped. Surfadng: GraveL . . 2. Deck: C -15/32 . Indine: 2 • •.Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, . perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic.. any thickness. . Ply Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or " GAFGLAS PIy Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". c. Deck: NC Indine: 2 Insulati (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". . Deck: NC Indine: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. 1. 1. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU) — Continued Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber ()pec mat system. C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ", Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Indine: 3 Base Sheet One layer of Type 62 "GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type Gi " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Indine: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G1,.$2 or G3. Membrane: One or. more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Indine: 2 Insulation (Optional): One or . more layers pertite, wood fiber, glass • fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheer, hot mopped. Class B 1. Deck: C -15/32 Indine: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ - urethane composite, wood .fiber / isocyanurate composite, phenolic, any thickness. Ply S heet: Two or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Indine: 3 -1/2 . Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1• Deck: C -15/32 Indine: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfadng: "Special Roofing Bitumen" 20 tbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Indine: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 61 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfadng: GraveL COMBINATION HOT AND COLD SYSTEMS Class A Dedc: NC Indine: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type G1, "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfadng: Grundy Industries "at MB Aluminum Roof Coating" at 1 -1/2 gat/sq. E•N•G•I•N•E•E•R 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541-3298 M. I. S. Corporation. 10221 Southwest 16th Street Miami, Florida 33165 Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers TILEJIPLIFT TEST Residential Home 27 Northeast 94 Street Miami Springs , Florida Information provided by client: Permit Number: 49288 Date Completion: October 9, 2001 Roofing Contractor: M. I. S. Corporation LG Engineering Services, Inc. Project Number: LG01 - 1903 (Testing Laboratory Certificate #00- 0224.07) October 15, 2001 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Capri Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation Of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. please find a copy of our test report for ;your review LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. M . amad- Sonny Salleh, P.E. Project Manager TILE_UPLIFT_TEST Residential Home 27 Northeast 94 Street Miami Springs , Florida Report of TILE UPLIFT TEST for Residential Home 27 Northeast 94 Street Miami Springs , Florida Project Number: LG01-1903 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ; ..• Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01-1903, Page 1 Test Number 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 est Loa (1b :; 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 ... ............................... Test Status:::: Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -1903, Page 'est'Numbe 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 est Ibad,(lb 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 est Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -1903, Page 3 Number.;< 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 'est L oad (lbt) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 TestStatus: Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass r.. :L1 1 e 4 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Numbe . G01-1903, g 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \or\ °_ Ore. 98 97 96 102 103 99 104 92 91 90 95 89 91 88 69 b 67 79 78 77 95 75 85 83 B7 76 70 • 86 62 73 72 74 66 71 63 61 80 65 52 56 82 81 59 51 50 57 64 10 37 105 49 48 41 47 106 7 42 58 59 60 53 54 55 8 6 13 100 I 2 3 14 46 43 94 45 19 35 28 27 15 10 16 12 /22 33 34 Y5 32 24 30 31 0 19 26 f� APPpOXIMA11;t51" L- OCA11ON 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PLANNING BOARD AGENDA OF OettM'�' » i ITEM NO. I/ OS Name of Owner /Appl i cant t,1\ • y ftwhl Phone No.1 0 Address of Property, and /or Legal Description Z N 14- 9"y Nature of Request Ac'PpCWYA• dc-- t.,,httlb OR 1.10' V A * *W Present Zoning R.' 74 0 Area of Present Building 2 Area with Proposed Additi on tAIT n%4 & tftvJ " 3 %t .OW Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Vari ances/i4reepit ,n �7 ^ ^;.� rh K� (fki'3 RtEQVMF.tb Ottmu ihr3Lt, f LAT tip ADD4 , - •1.0 4 ?tk0N V) 1 11 1V0 V Council Action Required of Applicant Notification Planning Board Action Council Action dd liami cJ pores J iliage FL O R 1 O A Director of Building and Zoning ON 1 1 us oi J rsc� P 4 n. 0 10 • "rt ----- • I 1 NG. • i MOD • ••_ *�, • • •� r • 1 - ---- '--- • t 6 I t' es Gr • I i e . . • ... ...�:J fib .. ti «�• .,•�q`11.� i • i o o•o 1 1 FLAW. •••••■•■.4. •LIZI z ALE (t GtA Le T4 # to i 4 100 M IaM1 S � 0.e. A5cT. W* i tt VDrt 161 • ti • • U • .- N 1 Oat) PaSED S X 12 • cc�.1G BEAM w/4 5 d 1: • Ex l s'ri n1G PoLn -JDbr orJ c.EM G►JT - r1 i s F1.0 7 A R�1 , .; - . �v4, ♦r . �... F• ,-,i`•1,' �kj n, )(15 G PATIO '4" l' -o" w:a • �I tCr -•'i �' �,� :'brit. 14' V awr°i7s LEP\ cCPn,rr V..// srucc o Elf 15 nle. 4"x 45(1 s r 1. C uMN 24 - 0" / NO E LE \JaT0r 1 -O WEST E L EV4TO N % - I -O " • BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS © TRUSS PLATE INSTITUTE, INC.. 1976 Figure 11e) Figure (b) Figure 11d) INTRODUCTION In recognition of the inherent safety of a properly braced roof system, the apparent lack of knowledge of how, when, and where to install adequate bracing, and in the interest of public safety, the Truss Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, has undertaken the preparation of these recom- mendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies, repre- sentatives of the academic community, and independent consulting engineers) have been devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing practical field handling and erection problems into a sharper focus. Inclusion of the tentative recommendations for on-site handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon these tentative recommendations. While the recommendations for bracing contained herein are technically sound, it is not intended that they be considered the only method for bracing a roof system. Neither should these recommenda. tiers be interpreted as superior to or a standard that would necessarily be preferred in lieu of an architect's or engineer's design for bracing for a particular roof system. These recommendations for bracing wood trusses originate from the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, builder, or erection contractor. Thus, the Truss Plate Institute expressly disclaims any responsibility for damages arising from the use, applica- tion, or reliance on the recommendations and information contained herein by building designers or by erection contractors. Continuous Worm (pad encores, is m repulsed Owe (pad u Ongnl. Fopuses Val end 11c1 ,4111111,b1/ b 11•11 eF I r enaaaAp ere. r i/ 4 Magoon, boning before and al ., w klon°. Coot n nos teal bracing cat sawing. but nennits lateral buckling of all web members el the sane mint Bear era for trusses It is recommended that diagonal bracing (minimum 2 -inch thick nominal lumber) be installed at approximately a 45 degree angle to the lateral brace. Diagonal bracing should be attached to the opposite side of the same member requiring lateral bracing. This bracing may be continuous or intermittent at the building designer's option; however, it is recommended that intermittent spacing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. The ground braces should be located directly in line with all rows of top chord continuous lateral bracing. Otherwise, the top chord of the first truss can bend sideways and allow the trusses to shift. This shift, however slight, puts a tremendous strain on all connections of the bracing system, i.e., the .weight of the trusses would then be added to any wind force or construction load such as bundles of plywood or roof shingles tending to tip the trusses over. All nailing of bracing should be done so that if the trusses should tend to buckle or tip, the nails will be loaded laterally, not in withdrawal. It is not recommended to nail scabs to the end of the building to brace the first truss. These scabs can break off or pull out, thus allowing a total collapse. As trusses are set in place, the builder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safeyondition until the permanent bracing, decking, and /or sheathing can be installed. Temporary bracing should be not less than 2x4 dimension lumber and should be as long as practical for handling. The use of short spacer pieces of lumber between adjacent trusses is not recommended, unless used temporarily in preparation for immediate installation of longer continuous bracing (8 -feet minimum length). Temporary bracing lumber should be nailed with two double headed 16d nails at every intersection with the braced member. Pre - assembly of groups of trusses, on the ground, into structurally braced units which are then lifted into place as assemblies is an acceptable alternate to the one-at-atime method. Exact spacing between trusses should be maintained as bracing is installed to avoid the hazardous practice of removing bracing to adjust spacing as sheathing is applied. This act of "adjusting spacing" can cause trusses to topple if a key connection is removed at the wrong time. Truss bracing must be applied to three planes of reference in the roof system to insure stability: 1. Top chord (sheathing) plane, 2. web member plans or vertical plane perpendicular to trusses, and 3. bottom chord (ceiling) plane. 1. Top Chord Plans. Most important to the builder or erection contractor is bracing in the plane of the top chord. Truss top Chords are susceptible to lateral buckling before they are braced or sheathed. It is 7 However carefully wood trusses are designed and fabricated, all this is at stake in the final erection and bracing of a roof or floor system. It is at this critical stage of construction that many of the really significant design assumptions are either fulfilled or ignored. If ignored, the consequences may result in a collapse of the structure, which at best is a substantial loss of time and materials, and which at worst could result in a loss of life. The Truss Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trusses" are recommended for the design of individual wood trusses as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood truss design and is the only bracing that will be specified on the truss design drawings. Lateral bracing is to be supplied in the size specified and installed at the location specified on the truss design drawings by the builder or erection convector. The building designer or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prevent its movement. Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to the wood trusses must be considered separately by the building designer. He shall determine size, location, and method of connections for diagonal bracing as needed to resist these forces. Diagonal or cross bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chords and perpendicular to the truss web members, as needed for the overall stability of the entire structure. Truss bracing and connection details should be shown on the building designer's framing plan as part of the design drawings. Bracing materials are not usually furnished as part of the wood truss package, and should be provided by the builder or erection contractor. The builder or erection convector is responsible for proper wood truss handling and for proper temporary bracing. He must assure that the wood trusses are not structurally damaged during erection and that they are maintained in alignment before, during, and after installation. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan. It is recommended that erection bracing be applied as each truss is placed in position. Figure 1(c) Figure 1(d) Figure 31a) 8 2 5 Oeathug noels ass Iby b old d ianwl into solid and II- rntams lateral M wmg. thereby precemmg b buckling. Cononuous lateral bracing. Comp vas o web • pndlon web- dao5ng or al Continuous lateral dace D iagonal brace nailed to opposite side of sup Panann 51ee1 movement and should be ...Nadel pptoaSmatety 2M feat intervals. STAGE TWO: During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged. Proper rigging, including the use of spreader bars and multiple pick -up points, where required, is necessary to prevent damage during handling; tentative recommendations are presented in the Appendix hereto. It is most important to brace the first truss at the end of the building securely. All other trusses are tied to the first truss, thus the recommended that continuous lateral bracing be installed within 6 inches of the ridge line or center line and at approximately 8 feet to 10 feet intervals between the ridge line of sloped trusses or center line of flat trusses and the eaves. For double member trusses this spacing between laterals may be increased to 12 feet to 14 feet. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, form the triangles required for stability in the plane of the top chord. NOTE: Long spans or heavy loads may require closer spacing between lateral bracing and closer intervals between diagonals. Figure 31a) illustrates temporary bracing in the plane of the top chord for gable trusses. If possible, the continuous lateral bracing for the top chord should be placed on the underside of the top chord so that it will not have to be removed as the plywood decking is applied. The trusses are then held securely even during the decking process. It is equally important for the builder or erection contractor to install bracing in the plane of the top chord for flat roof or floor trusses. The use of a similar bracing pattern is recommended for all flat trusses. Particular attention is directed to bracing at the end of flat trusses as shown in Figure 3(b). 2. Web Member Plane. It is also necessary to install temporary bracing in the plane of the web members. This bracing is usually For 'mete mom.. muss 11 1/2 men m,cknenl /- Fo a 01 b. t s (3 nen thickness) TRUSS PLATE INSTITUTE. 583 D'Onofrio Drive, Suite 200 Madison, WI 53719 The design of wood trusses in accordance with TPI deign criteria assumes: 1. Truss members are initially straight, uniform in cross section, and uniform in design properties. 2. Trusses are plane structural components, installed vertically, braced to prevent lateral movement, and parallel to each other at the design spacing. 3. Truss members are pinned at joints for determination of axial forces only. 4. There is continuity of chord members at joints for determina- tion of moment stresses. 5. Compression members are laterally restrained at specific Ion. Lions or intervals. 6. Superimposed dead or live loads act vertically, wind bade are applied normal to the plane of the top chord, and concentrated bads are applied at a point. 7. In addition to the lateral bracing specified by the truss desire., the building designer will specify sufficient bracing at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. 8. The building designer (not the truss designer) will specify sufficient bracing and connections to withstand lateral loading of the entire structure. The theory of bracing is to apply sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. This theory must be applied at three stages. STAGE ONE: During Building Design and Truss Design individual truss members are checked for buckling, and lateral bracing is specified as required for each truss member. The building designer must pacify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, and to budtle together as shown in Figure 1 (b). This may be accomplished by: 1. Anchorage to solid end walls (Figure 1(el). 2. Diagonal bracing in the plane of web members (Figure 1(d)). 3. Other means as determined by the building designer. 3 NOTE. 0, Louts /1110, boon for lint tom rAlrAk 00 Ai 0I0,0 5,1 Nord 500055(5015 Imo* bracing et teporacy or p55011 r5 1M m permanent 1. l. 14 Figure 2(a) Figure 2(b) bracing system depends to a great extent on how well the first truss is braced. One satisfactory method is for the first truss top chord to be broad to a stake driven into the ground and securely anchored. The ground brace itself should be supported as shown in Figure 2 or it is apt to buckle. Additional ground braces, in the opposite direction, inside the building are also recommended. 6 9 installed at the same locations specified on the architectural plan for permanent bracing, and may become part of the permanent bracing. It is recommended that diagonal bracing be added at each web member requiring continuous lateral bracing. If none is specified, it is recommended that it be placed at no greater than 16 feet intervals along the truss length for roof trusses and 8 feet intervals for floor trusses. It is not generally necessary for diagonal bracing to run continu- ously for the full length of the building but it is recommended that the spacing between sets of diagonal bracing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. Rows of 2e6 strong'becks may also be used to brace floor trusses where diagonal bracing is impractical. Figure 4(a) illustrates diagonal bracing in the plane of the web members; Figure 4(b) illustrates the lateral movement that may occur if lateral bracing is used without diagonal bracing. 3. Bottom Chord Plane. In order to hold proper spacing on the bottom chord, temporary bracing is recommended in the plane of the bottom chord. Continuous lateral bracing at no greater than B feet to 10 feet on centers along the truss length is recommended full length of the building, nailed to the top of the bottom chord. Diagonal bracing Figure 4(a) Figure 4(b) Figure 8(b) Diagonals form braced My. Repas, at both ands and a1 aporo. 20 last womb's. Figure A(1) 0la00td braciry —rgeat at a mmornatny 201.10 motorail in Iwgtn of budding. between laterals placed at approximately 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required throughout the length of the building, but it is recommended that it be located at least at each end of the building. In most cases, temporary bracing in the plane of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore, left in place as permanent bracing. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles of plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pair of trusses and should be located adjacent to the supports. No excess concentration of any construction materials (such as gravel or shingles) 10 13 — Approtimaely IR of buts length 16 Added detnnel bracu,g in Me plane of dm web members, portents leteval rMewngt. Space: 12 Ian to 18 loot on canter for reale. SW.: Mot on center n Pudding for floors. Torun (typical) Continuous lateral Mn,q monotone among, but parotid trusses to 1.1.00. m iagonal aping nailed to under side of top Chad movement al to op chord. e Ridge tin Top chord (typical) Port, n continuous If purlins are usetj, spaced not to exceed the buckling length of the top chord, and adequately attached to the top chord, it is recom- mended that diagonal bracing be applied to the underside of the top chord to prevent lateral shifting of the purlins. Figure 6(a) illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced purlins. It is recommended that this diagonal bracing, as shown in Figure 6(b), be installed on both sides of the ridge line in all end bays. If the building exceeds 60 feet in length, this bracing should be repeated at intervals no greater than 20 feet. 2. Web Member Plane. The purpose of this bracing is to hold the trusses in a vertical position and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling I A Tape. A suggested procedure for lifting trusses is illustrated in Figure AI1) if the truss span does not exceed 30 feet. 1 Figure 5 should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only on the trusses specifically designed to support it. It should not be dropped or even set temporarily in any other area unless the trusses are adequately shored. All floor trusses should be adequately shored if pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of the building. It is the responsibility of the building designer to indicate size, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams, etc.) to achieve total structural integrity. length of a web member. As described earlier in the discussion of building design and truss design (STAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls. Spacing of rows of diagonal bracing in the plane of the webs is a matter of judgment to be made by the building designer, and will depend upon the truss span, truss configure - lion, type of building, and the loading. Generally, for roof trusses, the spacing ranges from 12 feet to 16 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately 8 feet on centers. Lateral 2x6 strong.backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing is required to maintain the truss design spacing and to provide lateral support to the bottom chord to resist buckling forces in the event of reversal of stress due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever conditions. portions of the bottom chord become compression members and should be braced laterally to resist buckling in the same manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, shear walls or other resisting structural elements. Diagonals between continuous lateral bracing serve to stabilize the bottom chord. It is recommended that one complete bay of diagonal bracing be installed at each end of any building, and additional such bays be located at specified intervals not to exceed 20 feet. Figure 5 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, builder, or erection contractor. Taain. Figure A(2) • 1 1 14 Diagonals form braced bey at Mama anal10 101••1 ,ntar0NS: repel an both ends. 17 unuous lateral bracing epaeed a fast to 10 1101 located al or now • pa point. Bottom chord of trusses 11,00al) For truss spans between 30 feet and 60 feet a suggested lifting procedure is shown in Figure A(2). It should be noted that the lines from the ends of the spreader bar "toe-in." If these lines should "toe-out." they will tend to cause buckling of the truss. Tq,n 1 Figure 6(a) Figure A(3) Top ch rds can Imo I. deep,?• frequent pyd,ns Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing must be designed to resist lateral forces imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical compo- nents: 1. Top Chord Plane. This bracing is designed to resist lateral movement of the top chord. If plywood floor or roof sheathing is properly applied with staggered joints and adequate nailing, a continu- ous diaphragm action is developed and additional bracing in the plane is generally not required. Some metal roofing materials may be depended upon to act as a diaphragm when properly lapped and nailed. Selection and use of these materials is at the discretion of the building designer. 12 APPENDIX Aletod chords can !suckle ; og thw,1 diagonal bracing. P,da* lire Pool marlin Ilypu It is intended that this appendix contain only tentative recon mendations that may be used as a guide for on -site handling anc erection until a more complete statement can be prepared. There may be some instances in which additional precautions will be necessary. UNLOADING. If possible, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of truss joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed in the act of dumping. The builder shall provide protection from damage that may be caused by on •site construction activity. STORAGE. Care shall be taken so as not to allow excessive bending of trusses or to allow tipping or toppling while the trusses are banded of when the banding is removed. If trusses fabricated with fire retardant treated wood must be stores prior to erection, they should be stored in a vertical position to preven water containing chemicals leached from the wood from standing o the plates. A further precaution may be taken by providing a cover k the trusses that will prevent moisture from coming in direct conta. with the trusses and which can be ventilated to prevent condensatio ERECTING TRUSSES. The truss erector or builder shall take tl necessary precautions to insure that handling and erection procedur• do not reduce the load•arrying capacity of the truss. Trusses shall be installed plumb, at specified spacing and in •play (i.e., trusses will be properly aligned). 15 �1�1�I /b. App n the 2r3 3/4 1 t•yt �►a For lifting trusses with spans in excess of 60 feet, it is recom- mended that a strong -back be used as illustrated in Figure A(3(. The strong-back should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strong'backs should be at or above the mid- height of the truss so as to prevent overturning. The strong•back can be of any material with sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bending of the truss. 18 Twin 11111I1111u111iI 1m11uiIaii iiuf! 1/lNIlEIlIlf■lIIlM wommi Um11rs1L •1111111•IIt11•11 ■111111•11 1 lull Figure 4(a) Figure 4(b) Figure 8(b) Diagonals form braced My. Repas, at both ands and a1 aporo. 20 last womb's. Figure A(1) 0la00td braciry —rgeat at a mmornatny 201.10 motorail in Iwgtn of budding. between laterals placed at approximately 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required throughout the length of the building, but it is recommended that it be located at least at each end of the building. In most cases, temporary bracing in the plane of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore, left in place as permanent bracing. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles of plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pair of trusses and should be located adjacent to the supports. No excess concentration of any construction materials (such as gravel or shingles) 10 13 — Approtimaely IR of buts length 16 Added detnnel bracu,g in Me plane of dm web members, portents leteval rMewngt. Space: 12 Ian to 18 loot on canter for reale. SW.: Mot on center n Pudding for floors. Torun (typical) Continuous lateral Mn,q monotone among, but parotid trusses to 1.1.00. m iagonal aping nailed to under side of top Chad movement al to op chord. e Ridge tin Top chord (typical) Port, n continuous If purlins are usetj, spaced not to exceed the buckling length of the top chord, and adequately attached to the top chord, it is recom- mended that diagonal bracing be applied to the underside of the top chord to prevent lateral shifting of the purlins. Figure 6(a) illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced purlins. It is recommended that this diagonal bracing, as shown in Figure 6(b), be installed on both sides of the ridge line in all end bays. If the building exceeds 60 feet in length, this bracing should be repeated at intervals no greater than 20 feet. 2. Web Member Plane. The purpose of this bracing is to hold the trusses in a vertical position and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling I A Tape. A suggested procedure for lifting trusses is illustrated in Figure AI1) if the truss span does not exceed 30 feet. 1 Figure 5 should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only on the trusses specifically designed to support it. It should not be dropped or even set temporarily in any other area unless the trusses are adequately shored. All floor trusses should be adequately shored if pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of the building. It is the responsibility of the building designer to indicate size, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams, etc.) to achieve total structural integrity. length of a web member. As described earlier in the discussion of building design and truss design (STAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls. Spacing of rows of diagonal bracing in the plane of the webs is a matter of judgment to be made by the building designer, and will depend upon the truss span, truss configure - lion, type of building, and the loading. Generally, for roof trusses, the spacing ranges from 12 feet to 16 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately 8 feet on centers. Lateral 2x6 strong.backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing is required to maintain the truss design spacing and to provide lateral support to the bottom chord to resist buckling forces in the event of reversal of stress due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever conditions. portions of the bottom chord become compression members and should be braced laterally to resist buckling in the same manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, shear walls or other resisting structural elements. Diagonals between continuous lateral bracing serve to stabilize the bottom chord. It is recommended that one complete bay of diagonal bracing be installed at each end of any building, and additional such bays be located at specified intervals not to exceed 20 feet. Figure 5 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designer, builder, or erection contractor. Taain. Figure A(2) • 1 1 14 Diagonals form braced bey at Mama anal10 101••1 ,ntar0NS: repel an both ends. 17 unuous lateral bracing epaeed a fast to 10 1101 located al or now • pa point. Bottom chord of trusses 11,00al) For truss spans between 30 feet and 60 feet a suggested lifting procedure is shown in Figure A(2). It should be noted that the lines from the ends of the spreader bar "toe-in." If these lines should "toe-out." they will tend to cause buckling of the truss. Tq,n 1 Figure 6(a) Figure A(3) Top ch rds can Imo I. deep,?• frequent pyd,ns Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing must be designed to resist lateral forces imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical compo- nents: 1. Top Chord Plane. This bracing is designed to resist lateral movement of the top chord. If plywood floor or roof sheathing is properly applied with staggered joints and adequate nailing, a continu- ous diaphragm action is developed and additional bracing in the plane is generally not required. Some metal roofing materials may be depended upon to act as a diaphragm when properly lapped and nailed. Selection and use of these materials is at the discretion of the building designer. 12 APPENDIX Aletod chords can !suckle ; og thw,1 diagonal bracing. P,da* lire Pool marlin Ilypu It is intended that this appendix contain only tentative recon mendations that may be used as a guide for on -site handling anc erection until a more complete statement can be prepared. There may be some instances in which additional precautions will be necessary. UNLOADING. If possible, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of truss joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed in the act of dumping. The builder shall provide protection from damage that may be caused by on •site construction activity. STORAGE. Care shall be taken so as not to allow excessive bending of trusses or to allow tipping or toppling while the trusses are banded of when the banding is removed. If trusses fabricated with fire retardant treated wood must be stores prior to erection, they should be stored in a vertical position to preven water containing chemicals leached from the wood from standing o the plates. A further precaution may be taken by providing a cover k the trusses that will prevent moisture from coming in direct conta. with the trusses and which can be ventilated to prevent condensatio ERECTING TRUSSES. The truss erector or builder shall take tl necessary precautions to insure that handling and erection procedur• do not reduce the load•arrying capacity of the truss. Trusses shall be installed plumb, at specified spacing and in •play (i.e., trusses will be properly aligned). 15 �1�1�I /b. App n the 2r3 3/4 1 t•yt �►a For lifting trusses with spans in excess of 60 feet, it is recom- mended that a strong -back be used as illustrated in Figure A(3(. The strong-back should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strong'backs should be at or above the mid- height of the truss so as to prevent overturning. The strong•back can be of any material with sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bending of the truss. 18 Twin LOADING A 221 G 306 B 300 H 306 C 1227 D 1227 E 300 F 221 A-8 —5797 A —G 5499 B—G —464 B—C —5336 G —H 5062 C —G 460 C —D —5062 H—F 5499 G —D 0 D —E —5336 D —H 460 E—F —5797 H —E —464 FORCES R/F 2.16 L FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR SMITII•GRIP II PLATES ARE MADE FROM 18 & 20 GAUGE, GRADE "A" (ASTM A446.72) PRIME, ITOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR, AND 212 PSI ON ITEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL OFF•JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB• RICATION SHALL RE ACCOMPLISHED USING EQUIPMENT WHICII WILL PRODUCE SNUG FITTING JOINTS & PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. T C A BEARS NO RESPONSIBILITY FOR TII.E ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. T PREVENT TOPPLING AND DOMINDING. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTI.Y, THEY SHALL BE BRACED AT 3••0" 0.C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED TO BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0" 0.C. MAXIMUM.ALL ADDITIONAL BRACING INDICATED MUST 83 INS1ALLEO AS PART OF THE PERMANENT STRUCTURE. CAMBER " — Lc' /60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITII A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE SIZES SIIOWTJ ARE MINIMUM REQUIRED .TIIEYSHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE PLACEMENT. 111111811116, ETC.•184 CONTINUOUS BRACING ATTACHED WITH 2.8D NAILS MIN.**1X4"1 "BRACING ATTACHED WITH 8O NAILS 3•'ONCTR. MAX. REACTIONS A -2054 F —2054 18' 3" TOTAL SPAN SOUTHERN AIR DRIED KILN DRIED PINE SLP FLT FLT SLP FLT FLT TPI -78 TC TC BC TC TC BC NO 1 DENSE 18' 3' 17'10' 18' 3' 18' 3' 18' 3' 18' 3' NUMBER 1 18' 3" 17' 4' 16' 3' 18' 3' 17' 9' 17' 5' NO 2 DENSE 18' 3' 17' 2' 15' 8' 18' 3' 17' 7' 17' 3' NUMBER 2 17' 4' 16' 7' 15' 0' 18' 3' 17' 1' 15' 0' DESIGNED TO SIPP0RT OPEN -END JACKS INSTITUTE; 30.0 STRESS INC 33 X T.C. -D.L. 15.0 SPACING 10.0 SCALE 0.37 MINIMUM GRADES OF LUMBER TOP CHORD 2X 4 NO. 1 D. KD SO. PINE BTM CHORD 2X 4 NO. 1 D. AD SO. PINE WEB MEMBS 2X 4 NUMBER 3 KD S0. PINE ' RUSS CONN ECTORS of !MERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 HIP GIRDER TRUSS 4112 -7' SETBACK DESIGNED TCA CIIEC DATE DRAWING NO. 02 -04 -80 119472110 -1 F GRADES AI,t8 SPECIES AIR DRIED TPI -78 TOP J BTM DENSE SEL STRL SOUTHERN PINE 23' 4" 23' 4" SEL STRUCTURAL SOUTHERN PINE NUMBER 1 DENSE SOUTHERN PINE NUMBER 1 SOUTHERN PINE NUMBER 2 DENSE SOUTHERN PINE NUMBER 2 SOUTHERN PINE DENSE SEL STRL DOUGLAS FIR SEL STRUCTURAL DOUGLAS FIR NUMBER 1 DENSE DOUGLAS FIR NUMBER 1 DOUGLAS FIR NUMBER 2 DENSE DOUGLAS FIR NUMBER 2 DOUGLAS FIR SEL STRUCTURAL HEM - FIR NUMBER 1 HEM - FIR NUMBER 2 HEM - FIR HEEL PLATES PLATE SIZE MAX SPAN 2.5 -7 23' 4" 2.5 -6 21' 5" 2X BRC.R. 81' OTHERS 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4* 23' 4" 23' 4" 12 4.0 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 2 2' " 23' 4" 23' 4" 23' 4" 23' 3" 23' 4" 23' 4" 22' 9" 22' 4" 20' 1" KILN DRIED T OP BTM_ 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" 23' 4" FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 23' 4" 23' 4" 23' 4" 23' 4" 23•' 4" 23' 23' 4" 23:- 4" 23' 4" 23 " 23' 4" 23' 4" 23'• 4" 21 1" SMITH•CRIP II PLATES ARE MADE FROM 18 & 20 GAUGE, GRADE "A " (ASTM A446.12) PRIME. HOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT .UNI.ESS NOTED OTHERWISE OR BY CIRCLES SIIOWN ALL OFF•IOIN1 SPLICES •MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE 10INT. CUTTING AND FAB• RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS & PLATES. THIS DRAWING 15 FOR TRUSS FABRICATION ONLY. 1CA DEARS NO RESPONSIBILITY FOR THE .ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. T PREVENT TOPPLING AND DOMINOING. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY, THEY SHALL BE BRACED AT 3'•0" 0.C. MAXIMUM. WIIERE NO RIGID CEILING IS APPLIED TO BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0•' 0.C. MAXIMUM.ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF 1HEPERMANENT STRUCTURE. CAMBER " - Lc' /60. LUMBER SHALL BE CULLED 10 ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE'ON SIX. PLATE SIZES SHOWN ARE MINIMUM REQUIRED.THEY SHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE PLACEM ENT, HANDLING, EIC.•IR4 CONTINUOUS BRACING ATTACHED WITH 2.8D NAILS MIN.••IX4 "T "BRACING ATTACHED WITH 8D NAILS 3 "ONCIR. MAX. LOADING A 376 E 168 8 510 C 495 23' 4" MAXIMUM SPAN 7 5 INSTITUTE 8 -8 -2154 8 ^C -1911 —4 E T.C. -LL 30.0 STRESS INE 33 X C 2.5— 8 SPACING 2.0 T.C. -D.L 15.0 MINIMUM GRADES OF LUMBER 'OP CHORD 2X 4 SEE LBR CHART BTM CHORD 2X 4 SEE LBR CHART WEB MEMBS 2X 4 N0. 3 KD S.P. FORCES A-E 2612 B -E -788 C -E 752 SIMM. ABOUT CENTER LINE EXCEPT AS SHOWN B.C. -D.L 10.0 SCALE 0.50 111 3 -6 DESIGNED T CA REACTIONS A -1247 12 J4.0 CHEGI(ED F D c [fRUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI, FL. 33155 COMMON TRUSS' DATE 08 - 20 - 79 DRAWING N0. C4044420 OVERHANG WITH FLAT RETURN (USING WEDGE) 2x4 OVERHANG WITH ,FLAT RETURN TO MATCH Ix6 FASCIA. " MAX. ( Heovy Rooting) 4'-0" MAX. ( Lloht Roofin 2 x 6 RAKE OVERHANG 2 -6" MAX. (Heavy Roofing) 3'-0" MAX. (Light Roofing) 2 x 4 RAKE OVERHANG 2x4 OVERHANG WITH FLAT RETURN B RAKE SMITII•GRIP II PLATES ARE MADE FROM 18 & 20 GAUGE, GRADE "A" IASTM A446.72) PRIME, HOT DIPPED GALVANIZED STEEL. IIF.T VALIIE 13 234 PSI 011 SO. PINE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL OFF•IOINT SPLICES MUST RE LOCATED AT A DISTANTE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB• RIGATION SHALL DE ACCOMPLISHED USING EQUIPMENT WHEN WILL PRODUCE SNUG FITTING JOINTS 8 PLATES. THIS DRAWING IS FOR TRUSS FABRICATION OIILY. T C A DEARS NO RESPONSIBILITY FOR THE ERECTION 01 TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE ,CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. TO PREVENT TOPPLING AND DOMINOING. WHERE NO SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY, THEY SHALL BE BRACED AT 3'•0" D.C. MAXIMUM. WIIEGE NO RIGID CEILING IS APPLIED TU BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'•0 0.C. MALIFIUM.AIL AODIIIONALORACINGI`I0tCAtU0Mum GEINSTAIIEDAS PART OF THE PERMANENT STRUCTURE.CAMOER "- Lc' /60. LUMBER SHALL RE CULLED TO ELIMINATE LARGE KNOTS OR PIECES Willi A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE SIZLS SHOWN ARE MINIMUM REQUIRLD.TIIEY SHOULD 8E SUITABLY INCREASED 10 ALLOW FOR INACCURATE PLACEM ENT, HANDLING. F11..•IX4CONTINUDUSBHACING A11811110 WITH 2.80 NAZIS MIN.••I44 "1 "RRACING ATTACHED W11H8D NAILS 3 "ONCIR. MAX. INSTITUTE 4 - 6" MAX, 1 -3 OVERHANG WITH FLAT RETURN (2 x 4 TOP CHORD) OVERHANG WITH FLAT RETURN (2x 6 TOP CHORD) T.C.-LL 30. 0 STRESS INC 33 % T,C.•D.L 15 HEAVY 7 LIGHT SPACING 2. 0 2 x 6 OVERHANG WITH FLAT RETURN TO MATCH Ix 4 FASCI A. B.C: D.L 10.0 SCALE MINIMUM GRADES OF LUMBER c TRUSS CONNECTORS of N 2675 S.W. 69th COURT MIAMI, FL. 33155 OVERHANG DETAILS DESIGNED TCA JD DATE oe - 17 - 79 DRAWING NO. A - 51 ON3 'TRUSSES D •O SLVD / rGIRDER HUNG' TRUSSED RAFTER' —V II •D .o - .z t `.I 11 1 • I.- 1 % % - - �ON3 39'D 1 GA BL E I „O - .Z V : Z ' '. �..1.1a V3 1—`... ` ^' N N V 4 N ! _� 1 GIRDER TR<JSSED RAFTER) NO OVERHANG TH15 END. \ COMMON TRUSSED RAFTER } GABLE END./ , TYPICAL eLAN (GABLE END) NOTE: ALL TRUSS TOP CHORDS UNDER A VALLEY SET SHALL BE ADEQUATELY BRACED BY: 1- PROPERLY NAILED PLYWOOD SHEATHING, OR 2- A SCAB THE FULL LENGTH OF THE VALLEY, SAME SIZE AND GRADE AS THE TRUSS TOP CHORD, ATTACHED W/ 16 -d NAILS 12" 0.C. FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR 12 3 4 N O T E SMIIH•GRIP II PLATES ARE MADE IROM 16 8 20 GAUGE. GRADE "A" (ASIM 14446.721 PRIME. HOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON CO. PINE OR DOUGLAS FIR, AND 212 PSI 011 HEM FIR. PLATES SHAH BE APPLIED TO BOTH FACES OF TR1155 AT EACII JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SIIOWN All OF1.1OINT SPLICES MUST DE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE 10111T. CUTTING AND FAB• RICAIION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODIICE SNUG FITTING JOINTS & PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. T•C A BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES AP.E CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICII IS ALWAYS REPO. 1'0 PREVENT 10PP(ING AND DOMINOING. WHERE N0 SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY, THEY SHAH BE BRACCO AT 3'•0" D.C. MAXIMUM. WHERE HO RIGID CEILING IS APPLIED 10 BIM. CHORDS DIRECTLY, THEY SHALL BE BRACCO AT 10'•0" 0.C. MAIIIMUM.ALI. ADDITIONAL BRACING INDICATED MUST BEINSTALjEDAS PART OF THE PERMANENT SIRUCTURE.CATABER Lt' /60. LUMBER SIIALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE 014 SIX. PLATE SIZES SHOWN ARC MINIMUM REQUIREO.THEY SHOULD BE SUITABLY INCREASED TO AVOW FOR INACCURATE PLACEMENT ,HANDLING, ETG.•IS4 CONTINUOUS BRACING ATTACHED WITH 2.140 NAILS MIN.s•IA4 "1 "ORACINO ATTACHED WITNED NAILS 3 "ONCTR. MAR• UP TO 7 1 C"" 1NS'1'11'U1'E 2 x 6 4' - 0" 4 -4 UPTO7E 1 -3 16 - 0" 20'- 0" T.C.•L.L. 30.0 S1RESS INC 33% T.C.•D.L 15.0 SPACING 2. 0 MINIMUM GRADES OF LUMBER 4 T.C•6B.CNUMBER 2 KO SOUTHERN PINE WEBS NUMBER 3 KO SOUTHERN PINE B.C.•D.L 10 SCALE V- 1 DESIGNED1 C TCA I ALTUNall StCl'OH 11- r V -2 3 -4 V -3 SICMION I -1 V- 4 T u u u TRUSSES AT 2' - 0 " o. c. For long volley fromes, S pace .verlleol members '6' -0 "o.c mo■I 4RUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI. FL. 33155 GABLE ROOF LAYOUT and VALLEY MEMBERS EC, D DATE DP.A'RI►IG ►10 11- 21- 79 H1.000250 RFV. 10.108 LUMBER (HIP) TOP CHORD No.2 AD So. Pine BTM CHORD No.2 AD So. Pine WEB MEMBS No.3 KD So. Pine 2.5 - 8 17 UP TO '7 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR ! H I P 3 -4 9' - 10 u SMITH.GRIP 11 PLATES ARE MADE FROM 18 & 20 GAUGE. GRADE "A" (ASTM A446.72) PRIME, HOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL•OFF•JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS 8 PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. TCA BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. 1 PREVENT TOPPLING AND 'QOMINOING.WHERE No SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY. THEY SHALL BF. BRACED AT 3'4" 0.C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED TO BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'.0" 0.C. MAXIMUM.ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE .CAMBER " - le/60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE SIZES SHOWN ARE MINIMUM REQUIRED.THEY SHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE P.IACEM ENT. HANDLING, (10. s184 CONTINUOUS BRACING ATTACHED WITH 24D NAILS MIN.••114 "r BRACING ATTACHED WITH8D.NAIL53 "ONCTR. MAX. 2.5 -8 LUMBER (HT) TOP CHORD No.2 AD So. Pine BTM CHORD 12 No.3 KD So. Pine UP TO 7 IN81'I•1'UTE 2.5 -5 45•PLUMB COMPOUND CUT T.C.•LL 30.0 STRESS INC 33 2 x 4 MINIMUM GRADES OF LUMBER T.C.•D.L 15.0 SPACING 2.0 1'- 0 HT-3 T „ 3 -0f� B.C.•D.L 10.0 SCALE HT-2 S ' — o1/2" HT -1 LUMBER (ALL OTHERS) No.3 KD So. Pine 1 LEFT & RIGHTS REOD.) HIP & JACK ENDS TRUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI. FL. 33155 DESIGNED TCA CHECKED H.I 111P TRUSS DATE 11 - 21 - 79 DRAA'i:IG 11O. H1.00028 0 H.I HIP TRUSS 1H 1 1H 1H 1H 1H Hid [_ o ;z „o —.z T r n 1 ..0 —,L 1- I LUMBER (HIP) TOP CHORD No.2 AD So. Pine BTM CHORD No.2 AD So. Pine WEB MEMBS No.3 KD So. Pine 2.5 - 8 17 UP TO '7 FURNISH A COPY OF THIS DESIGN TO THE ERECTION CONTRACTOR ! H I P 3 -4 9' - 10 u SMITH.GRIP 11 PLATES ARE MADE FROM 18 & 20 GAUGE. GRADE "A" (ASTM A446.72) PRIME, HOT DIPPED GALVANIZED STEEL. NET VALUE IS 234 PSI ON SO. PINE OR DOUGLAS FIR, AND 212 PSI ON HEM FIR. PLATES SHALL BE APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. PLACE PLATES SYMMETRICALLY ABOUT JOINT UNLESS NOTED OTHERWISE OR BY CIRCLES SHOWN ALL•OFF•JOINT SPLICES MUST BE LOCATED AT A DISTANCE OF 1/4 OF THE PANEL LENGTH FROM THE JOINT. CUTTING AND FAB RICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS 8 PLATES. THIS DRAWING IS FOR TRUSS FABRICATION ONLY. TCA BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING SUCH TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQD. 1 PREVENT TOPPLING AND 'QOMINOING.WHERE No SHEATHING IS APPLIED TO TOP CHORDS DIRECTLY. THEY SHALL BF. BRACED AT 3'4" 0.C. MAXIMUM. WHERE NO RIGID CEILING IS APPLIED TO BTM. CHORDS DIRECTLY, THEY SHALL BE BRACED AT 10'.0" 0.C. MAXIMUM.ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE .CAMBER " - le/60. LUMBER SHALL BE CULLED TO ELIMINATE LARGE KNOTS OR PIECES WITH A SLOPE OF GRAIN STEEPER THAN ONE ON SIX. PLATE SIZES SHOWN ARE MINIMUM REQUIRED.THEY SHOULD BE SUITABLY INCREASED TO ALLOW FOR INACCURATE P.IACEM ENT. HANDLING, (10. s184 CONTINUOUS BRACING ATTACHED WITH 24D NAILS MIN.••114 "r BRACING ATTACHED WITH8D.NAIL53 "ONCTR. MAX. 2.5 -8 LUMBER (HT) TOP CHORD No.2 AD So. Pine BTM CHORD 12 No.3 KD So. Pine UP TO 7 IN81'I•1'UTE 2.5 -5 45•PLUMB COMPOUND CUT T.C.•LL 30.0 STRESS INC 33 2 x 4 MINIMUM GRADES OF LUMBER T.C.•D.L 15.0 SPACING 2.0 1'- 0 HT-3 T „ 3 -0f� B.C.•D.L 10.0 SCALE HT-2 S ' — o1/2" HT -1 LUMBER (ALL OTHERS) No.3 KD So. Pine 1 LEFT & RIGHTS REOD.) HIP & JACK ENDS TRUSS CONNECTORS of AMERICA 2675 S.W. 69th COURT MIAMI. FL. 33155 DESIGNED TCA CHECKED H.I 111P TRUSS DATE 11 - 21 - 79 DRAA'i:IG 11O. H1.00028 0 ` RUSO ( (DING] TCJIMS. MR7'S MOW: OS E IMIDARRD E ll 333ES p II' IV1 l f RI 11 IIII Id CH, EXTREME CRRE IS REQUIRED IN THE HRNDLING, ERECTION, RND BRACING OF TRUSSES. REFER TO TPI's 'BWT -76". IMPROPERLY- BRACED TRUSSES ARV TOPPLE AND DOMINO WITH POSSIBLE SERIOUS INJURY TO THE WORKERS. 1 NSTRUCT - I NSTRLLERS NEVER TO STEP ON THE CENTER PORTION OF THE PANELS; ALWAYS AT OR NEAR THE JOINTS. READ ALL SECTIONS OF THIS SHEET f D I<,It R a Ieti;iR T C A PLATES ARE MADE FROM 18 & 20 GA. GRADE "R' (RSTM 8446 -72) HOT DIPPED GRLVRNIZED STEEL IT IS YOUR RESPONSIBILITY TO DETERMINE THAT RLL DIMENSIONS CONFORM TO THE ARCHITECTURAL PLANS AND ALL LORDS UTILIZED HEREIN MEET OR EXCEED THE ACTUAL DEAD LORDS SPECIFIED RND /OR IMPOSED ON THE STRUCTURE, AND THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS.THE BEARING CONNECTIONS AND THE USE OF THESE COMPONENTS SHALL BE SPECIFIED BY YOU. TCR ACCEPTS RESPONSIBILITY ONLY FOR THE STRUCTURAL DESIGN OF THE TRUSS AND NOT FOR THE FABRICATION, 'HRNDLING, STORAGE, TRANSPORTATION,.AND ERECTION OF SUCH. THERE SHALL BE NO WRRRANTIES'OF[ THESE DESIGNS, EXPRESSED OR IIIPLIED, UNLESS ALL SPECIFICATIONS FOR LUMBER AND T C A PLATES ARE FOLLOWED RND ALL RPPL 1 CABLE L.PROV1SIONS 'QST -88 "BWT -76' AND 'HET-BO TPI ARE MET. - ,'- FURNISH COPIES OF THIS SHEET RND OF ALL TRUS DESIGNS TO X THE GENERAL..°'' CONTRRCTOR, TRUSS.: ERECTOR, BLDG. SPECIFIER, SPECIFICATIONS AND'TO ALL INTERESTED PARTIES. CHECK THAT ALL . ON THE TRUSS DESIGNS CONFORM TO THE PLANS RHO MEET THE LOCAL BLDG. CODE. RPPLY PLATES TO BOTH FRCES RT ERCH JOINT AND PLACE RS SHOWN. PANEL SPLICES MUST BE LOCATED AT THE END 1/4 POINT. CAMBER 1/4" PER 15' OF SPAN MINIMUM. LUMBER SHRLL BE CULLED TO ELIMINATE LARGE OR LOOSE KNOTS OR PIECES WITH R SLOPE OF GRAIN STEEPER THAN ONE ON SIX. DO NOT USE FIRE RETARDANT. TREATED LUMBER UNLESS NOTED ON THE TRUSS DESIGN. CUTTING RND FRBR I CRT I NG SHALL PRODUCE ACCOMPLISHED USING 'EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS AND PLATES IN COMPLIANCE WITH "QST -88' . PLATE SIZES SHOWN ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED TO ALLOW FOR INACCURATE RATE PLACEIIENT, HANDLING, ETC. AVOID WANE RND KNOTS AT JOINTS. fg1 TIMID =I5:1N1 R Il.1111g THE PROPER AND SAFE ERECTION OF ' ALL TRUSSES IS YOUR EXCLUSIVE RESPONSIBILITY. YOU RRE CAUTIONED' TO SEEK PROFESSIONAL ADUICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOM1N01NG. TOP AND BOTTOM (FIORDS SHALL BE ADEQUATELY BRACED IN THE ABSENCE OF PLYWOOD SHEATHING OR RIGID CEILING RESPECTIVELY., . ERECTION. BRACING IS- NOT SHOWN. ONLY STRUCTURAL BRRC I NG REQU I RED OF SPECIFIC TRIES MEMBERS IS' SHOWN - ON THE TRUSS TRUSS DESIGN . NEVER ERECT DRMRGED TRUSSES. UNSYt1METRICAL . TRUSSES ` CAN ONLY BE ERECTED.; ONE WAY.: YOU ARE RESPONSIBLE TO CHECK THE LRYOIJT 8110 :SPECIF IC TRUSS DESIGNS TO INSURE PROPER 1 NSTRILLAT ION. = CHECK . ALL FLAT TRUSSES' TO I NSURE 8GAINST; UPSIDE D01d1 ERECTION: NEVER CUT 011 ALTER TRUSSES, IN ANY WRY: NEVER CONCENTRATE= BUILDING ` MATERIALS SUCH AS STACKS OF PLYU000 011 THE ' 1 NSTALLED -TRUSSES': > > > REFER TO BUT -76':. < c t 4 • •• /.. m. e, :■■:per • • •{ 7i /1''T • • f - ..� i , �,'.;. -.Y�. l Ff•"��' • • • .• . ,•:4,. • • •, ..,.4...,...,_4 _. 1 .1: I _,_ ...,_. • •• /.. m. e, :■■:per • • •{ 7i /1''T • • • i , �,'.;. -.Y�. l Ff•"��' ICA APPLY PLATES 10 BOIH 0 OA ES A1 EACH JOIN » PLACE ACE AS SHOWN. D GALVANIZED PANEL SPICES MUST BE IDCAIED AI FEE END 114 POINT ;CAMBER 114" PER IS' OF SPAN MIN LUMBER SWILL BE CULLED TO Iq I 1 USE NOS DESIGN LOOSE WiTTH FERRE RETARDANT TREATED LUMBER. IT IS THE STEEPER RESPONSIBILITY ITTY OF OTHER5 10 DE f ERMRfE THAT ALL DIMENSIONS CONFORM TO THE ARCH PLANS AND ALL LOADS UTILIZED HERE 31234 NAIL ALONG THE CENTERLINE OF N ALL1 THE WEBS OF THE FIRST THREE W MEMBERS WITH 16D NAILS AT 12' . 0.C. FROM BOTH SIDES. N 0 T E.: ON ALL THE UNIFORMLY LOADED SYMMETRICAL GIRDERS, THE SPLICES MUST BE STAGGERED BY TURNING THE MEMBERS AROUND PRIOR TO CONNECTING TOGETHER. PROVIDE THE TRUSS ERECTOR WITH A COPY OF THIS DRAWING SO THAT HE MAY KNOW OF THESE REQUIREMENTS • I X 4 CONTINUOUS BRAC'IN0 ATTACHED WITH 2.8D NAIL! •• 2 X 4'•'T•• HRACINO ATTACHED WITH ID NAILS 3" 0.C. MEET OR EXCEED 111E ACTUAL DEAD LOADS SPECIFIED AND/OR IMPOSED 011111E STRUCTURE. AND 111E LIVE LOADS IMPOSED BY 1HE LOCAL BURDINO CODE OR HISTORICAL CLIMATIC RECORDS. TOP AND BO!. TOM CHORDS SHALL BE ADEOUATELY BRACE() IN TI IE ABSENCE OF PLYWOOD SHEATIRNO OR RIGID CELL. IRO RESPECTIVELY. THE BEARING CONNECTIONS AND THE USE OF THIS COMPONENT SHALL BE SPECIFIED BY 1HE DESIGNER OF THE COMPUTE STRUCTURE. ERECTION BRACING IS NOT SHOWN. ONLY THE STRUCTURAL. BRACING REQUIRED OF SPECIFIC TRUSS MEMBERS IS SHOWN HERE. FURNISH A COPY OF ;THE CENTERLINE OF THE CHORDS AND WEBS MUST BE CONNECTED WITH 16D NAILS AT 12' 0.C. CLINCHED. IN ADDITION, ADD ONE 16D NAIL AT EACH JOINT FOR EVERY TEN FEET OF SPAN CARRIED OR EVERY 200 PLF OF TOTAL UNIFORM LOAD SUPPORTED. THESE NAILS MUST NOT BE LESS THAN 7 APART. 00 NOT NAIL INTO THE OUTSIDE 1" EDGE OF THE CHORDS. THE SUPPORTED TRUSSES SHOULD FRAME TO THE SIDE WITH THE NAIL -HEADS PREFERABLY. CONNECT THE CENTERLINE OF THE CHORDS AND WEBS WITH 16D NAILS AT 12' 0.C. FROM BOTH SIDES. IN ADDITION, ADD ONE 16D NAIL AT EACH JOINT FOR EVERY TEN FEET OF SPAN CARRIED OR EVERY 200 PLF OF TOTAL UNIFORM LOAD SUPPORTED. DO NOT PLACE THESE NAILS LESS THAN 2" APART, OR INTO THE OUTSIDE 1' EDGE OF THE CHORDS. THE SUPPOTED TRUSSES MAY FRAME TO EITHER SIDE OF THE GIRDER. ALL THE HANGER CONNECTIONS ARE ADDITIONAL. 1234 REPEAT STEPS 1 & 2 OF 4 MEMBER CONNECTION ADD THE FIFTH MEMBER AND NAIL ALONG THE CENTERLINE OF ALL ITS WEBS INTO THE FIRST MEMBER WITH 16D NAILS AT 12' 0.C. REPEAT STEP 3 OF THE 4 MEMBER CONNECTION NOTE: 2X6 MINIMUM CHORD SIZE FOR ALL 4 & 5 MEMBER GIRDERS NAIL ALONG THE CENTERLINE OF CI ALL THE WEBS OF THE FOURTH °; MEMBER INTO THE THIRD MEMBER N WITH 16D NAILS AT 12' 0.C. . 1 4'•0" MAX. i DENOCES 18 OA. PLA TcA TG°311.DBEs IC:DNNJEQ'TCDG=2B OP AMM EIR20 TIRE DESIGN TO ERECTION CONTRACTOR. TOA ACCEPTS f ME8P0N8181U1Y p O p NIYTtF � �Nt 1 �1 ERECTION Of TARE D SHAL BE NO WA ANTIES Of THIS 0 6ION, EIIPRE S9 OR ALL SPECS FOR LUMBER A140 TCA PLATES ARE FOLLOWED AND ALL APPLICABLE,PROVIS OF "OST415". "BWT u10 "HEW BY 181 ARE MET.. A... ,a • u .a:4. WARNING: EXTREME CARE IS REQUIRED RI THE HANDLMD ,lERECHOF1y*NdIAAdNO'OF;TR11S ES .; 1 2 34 4 itr s'• 0" MAX. 1'{ 1.a5 EXAMPLE 1 :FLATGI SUPPOR•T a ::4✓• .r, :•t.rv�'r•.... _ �,.- ,.�ECi ski tr,..n; DESIGNED \ AODITI0NAt. 2YHAIL3 V PLACE A STRUCTURAL ,THRU =BOLT OFS1 /2,',EDIA.1&U 2' WASHERS AT EACHUOINT,ONTHECENTERI;INE( OF THE CHORDS; SPACINatOFATHE 1301;TS MUST NOT EXCEED4'= Oe,�SO ADDITIONAL�BOL:TS MUST BE PLACED4BETWEENgITHEPOOINT S A SS.' REQUIRED. IF TRUSS HANGERS ARE1BOL:TEDtT0 TTH GIRDER. THESE:BOL:TS MAY #REPLACE u OTY R Tii� ONES THAT COINCIDE WITH THE ?;ONES• MULTIPLE MEMBER GIRDER,. CONNECTION ,;DETAILS;. AlATER1.44 lirsoffr- G143 Hai& • IC lisseff bat- Vti Carrtar Ito. of fastencrs fide aoloieni r Lit NarE 745LOF 5APE IVORKAVG LOADS PER HANGER FOR YdAZIOU., COAMIECTIOWS .8,45CH 310157" HANaER &Nails, 0 b•It. .511cLiks. Stott based Olf Ifit/inate Lava' Tests y Report 4 Fact 304 A DEPENDABLE NAME ... FOR RELIABLE. PRODUCTS Derwt. of HANGE.R ahrterial: .5 "'revs /L 6.1.6afr z , Hamad as Soraiwat,% friaits - I Amoy bait -Via., Carr. 2 004 as. 2613. Lbs. Wails ia Side Plat= Resist 110;st 14 JOIST HANGER • 8142;13., 0 Boit 2143. AbS. - ,ai wanking capacity = rYPICAL the.rALL.trictAl a Nails, 1Dolt .91ls at, 0 bad' 1613. as- .1 750.. Lb. per hboser DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCONDITIONED SPACE: R = ❑ CENTRAL — NONE K ROOM ❑ PACKAGED TERMINAL AIR CONDITIONER LE ❑- ECTRIC STRIP ❑ HEAT PUMP ❑ NATURAL GAS ❑ OTHER FUELS ❑ ROOM UNIT OR ❑ NONE PACKAGED TERMINAL HEAT PUMP � ❑ ELECTRIC ❑ NONE ❑ NATURAL GAS ❑ OTHER FUELS III ❑ ❑ SOLAR HEAT RECOVERY DEDICATED HEAT PUMP w' ° lo I . PER EF = . • EXTERIOR: R = A DJ A CE R = COMMON: R = SF /EF = • p RAISED: COMMON: R = IN CONDITIONED SPACE. R = COP/HSPF/AFUE _ r RAISED: I SD. FT. SEER /EER = UNDER ATTIC: R.... / •� NUMBER OF BEDROOMS = CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE CONDITION: ❑ Q COMMON DOUBLE- PANE 1 COMPLIANCE PACKAGE CHOSEN: _ PERCENTAGE WALL TYPE AND INSULATION CEILING TYPE AND INSULATION FLOOR TYPE AND INSULATION WOOD MASONRY WOOD FRAME MASONRY OF GLASS TO FLOOR: O w' ° lo EXTERIOR: R = PER • EXTERIOR: R = A DJ A CE R = COMMON: R = ®� • p RAISED: COMMON: R = SINGLE- PANE 2 r RAISED: Q SD. FT. —� UNDER ATTIC: R.... / 7 • ' CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE CONDITION: ❑ MULTIFAMILY ATTACHED (3 stories or less) SINGLE- FAMILY DETACHED ❑ COMMON DOUBLE- PANE •❑ COMPLIANCE PACKAGE CHOSEN: _ ADJACENT: I R = I DOUBLE- PANE SLAB -ON- GRADE: R = --- — R 6 - 0 COMMON: R = •n I COMMON: R = • NEW CONSTRUCTION ❑ ADDITION IF MULTIFAMILY. NUMBER OF CONDITIONED FLOOR AREA 2 M' 9 � Y e �� PERMITTI A � OFFICE: tiIn 7 GG ��'' 43 2 S0. FT. GLASS AREA AND TYPE CLEAR TINT,FILM.SOLAR SCREEN UNITS COVERED BY THIS SUBMITTAL. PER SINGLE- PANE p SO. FT. SINGLE- PANE 2 2 Q SD. FT. PREDOMINANT EAVE OVERHANG LENGTH Z 0 FT CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE CONDITION: ❑ MULTIFAMILY ATTACHED (3 stories or less) SINGLE- FAMILY DETACHED ❑ DOUBLE- PANE SO FT. DOUBLE- PANE SO. FT. PORCH OVERHANG LENGTH • n FT PROJECT NAME AND ADDRESS. 4DA` 4o ale ?,e -tE BUILDER: OWU 2 M' 9 � Y e �� PERMITTI A � OFFICE: tiIn 7 GG ��'' CLIMATE 7 8 ZONE: 9 Q IM�tMI SI-fore$ I FL.oalpA OWNER: Me WILLIE-1. rzOW PER a p JURISDICTION 2 ! Q O 0 FORM 1000.B.89 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 10 — RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD DEPARTMENT OF COMMUNITY AFFAIRS CLIMATE ZONES SOUTH 7 8 9 In accordance with Section 553.907 F.S., I hereby certify that the plans and specifications covere y this calculation .re in compliance with the Florida Energy Code. 72 p� OWNER/AGENT: DATE: l� 2 Z e Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected , in accordance with Section 553.908 F.S. BUILDING OFFICIAL DATE: GIL3� F� FORM 1000 -C•89 - SMALL ADDITIONS AND RENOVATIONS FLORIDA ENERGY EFFICIENCY CODE • - FOR BUILDING CONSTRUCTION SECTION 10 — RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD DEPARTMENT OF COMMUNITY AFFAIRS CLIMATE ZONES SOUTH 7 ® 9 COMPLIANCE WITH SECTION 10 OF THE FLORIDA ENERGY EFFICIENCY CODE MAY BE DEMONSTRATED BY USE OF FORM 1000C -89 FOR ADDITIONS OF 600 SQUARE FEET OR LESS, AND RENOVATIONS TO SINGLE AND MULTIFAMILY RESIDENCES. ALTERNATIVE METHODS ARE PROVIDED FOR ADDITIONS BY USE OF FORM 1000A -89 OR 900A -89. - BUILDER: t IAJ 11) PROJECT NAME AND ADDRESS pvt?I toµ +o -{ ke ge5 (9E44 ce 2? H. E. q4 '",tree+ /� p-41 14M t 5 rtor � Zs DR. OWNER: M Q. 4V I-LI e J. r/(OUSo OFFICE: PERMITTI kv‹, PERMIT NO.: erg" CLIMATE 7 ZONE: JURISDICTION NO.: 31/ O RENOVATION ADDITION MULTIFAMILY ATTACHED ❑ SINGLE - FAMILY DETACHED ❑ IF MULTIFAMILY, NUMBER OF UNITS COVERED BY . THIS SUBMITTAL: CONDITIONED FLOOR AREA 4- 2 SO. FT. PREDOMINANT EAVE OVERHANG LENGTH 0 FT. PORCH OVERHANG LENGTH FT. NEW GLASS AREA AND TYPE CLEAR SINGLE- - PANE, SO. FT DOUBLE - PANE SO. FT. TINT.FILM,SOLAR SCREEN SINGLE - PANE 2 wl SO. FT DOUBLE - PANE SO. FT . FOR ADDITIONS ONLY: ' PERCENTAGE! OF GLASSY. '. TO FLOOR: 6 WOOD FRAME EXTERIOR: ADJACENT: R= 1 COMMON: R= WALL TYPE AND INSULATION MASONRY EXTERIOR: • R= ADJACENT: R= COMMON: R= 3 -1. O 1 CEILING TYPE AND INSULATION UNDER ATTIC: R =. SINGLE ASSEMBLY: . R= COMMON: I 1 I O I.❑ •❑ WOOD RAISED:. R= COMMON: R= FLOOR TYPE AND INSULATION SLAB -ON -. GRADE: R = RAISED: R= COMM I 1 MASONRY DUCTS IN UNCONDITIONED SPACE: R = III. IN CONDITIONED SPACE: R I 1 I ll COOLING SYSTEM ❑ CENTRAL ❑ ROOM ❑ PTAC ❑ NO NEW SYSTEM SEER /EER- = NONE • HEATING SYSTEM Lr ELECTRIC STRIP ❑ NATURAL GAS ❑ OTHER FUELS ❑ NO NEW SYSTEM COPIHSPFIAFUE = ❑ HEAT PUMP ❑ ROOM /PTHP ❑ NONE HOT WATER SYSTEM L_"I ELECTRIC - El NATURAL GAS ❑ OTHER FUELS ❑ NO SYSTEM EF ❑ SOLAR ❑ HEAT RECOVERY ❑ DED. HEAT PUMP SF /EF = NUMBER OF BEDROOMS '_ - O In accordance with Section 553.907 F.S., I hereby certify that the plans and specifications cove ed by this c• culation are in compliance with the Florida Energy Cod::.. - - -. OWNER/AGENT: DATE TABLE 10A MINIMUM REQUIREMENTS FOR SMALL ADDITIONS AND RENOVATIONS COMPONENTS WINDOWS EXTERIOR & ADJACENT DOORS EXTERIOR JOINTS /CRACKS SOLE & TOP PLATES INFILTRATION BARRIER INTERIOR JOINTS /CRACKS • FIREPLACES EXHAUST FANS WATER HEATERS SPAS AND HEATED SWIMMING POOLS HOT WATER PIPES SHOWER HEADS HVAC DUCT CONSTRUCTION HVAC CONTROLS RENOVATIONS ONLY GLASS SECTION 904.1 904.1 904.1 903.2 903.2' 903.2 903.2 903.2 904.2 904.3 904.4 904.5 903.2 904.6 904.7 1003.0 Review of the plans and specifications covered by this calculation indicates compliance with the Flori . . n gy Code. Before construction is completed, this building will be inspected �. iance in accordance with Section 553.908 F.S._ BUILDING OFFICIAL DATE: '} i��� REQUIREMENTS MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. SOLID CORE, WOOD PANEL INSULATED OR GLASS DOORS ONLY. MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. TO BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. SOLE PLATES AND PENETRATIONS THROUGH TOP PLATES OF EXTERIOR WALLS MUST BE SEALED. INFILTRATION BARRIER MUST BE INSTALLED IN EXTERIOR WALLS & RAISED WOOD FLOORS. ALL OPENINGS IN INTERIOR SURFACES OF CEILINGS AND EXTERIOR WALLS MUST BE SEALED. - FIREPLACES MUST HAVE FLUE DAMPERS. GLASS DOORS AND OUTSIDE COMBUSTION AIR INTAKES. EXHAUST FANS VENTED TO UNCONDITIONED SPACE SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION D EVICES WITH INTEGRAL EXHAUST DUCTWORK. MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT-OFF (GAS) VALVE MUST BE PROVIDED. AN EXTERNAL OR BUILT -IN HEAT TRAP MUST BE PROVIDED. SPAS AND HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON - COMMERCIAL POOLS MUST HAVE A PUMP TIMER. GAS SPA & POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. • • INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS. IN SUCH CASES, PIPING HEAT LOSS SHALL BE LIMITED TO A MAXIMUM OF 17.5 BTUH PER LINEAR FOOT OF PIPE. WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. AT 80 PSIG. CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHNICAL CODE. JOINTS IN UNCONDITIONED SPACE SHALL BE SEALED. DUCTS SHALL BE INSULATED TO A MINIMUM OF R -4.2. • A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. MEETS THE REQUIREMENTS OF SEC 1003.0 SEE STEP 3 OF PAGE 2 OF THIS FORM. CHECK N1a N�a I COMPONENT MINIMUM INSULATION INSULATI INSTALLi EQUIPMENT MINIMUM EFFICIENCY EFFICIENCY INSTALLED I ' S11YM Concrete Wood frame, 2' x 4' Wood frame. 2' x 6' Common. Wood frame' Common. Masonry' R -5 R -11 R -19 R -11 R -3 ✓- UP TO 50% Single Central A/C Room unit or PTAC SEER EER = = 9.0 8.5 ✓ SEER EER = Double = U OH - SC __/. OH - SC SPACE HEATING Electric resistance Heat pump Room unit or PTHP Gas, natural or propane Fuel oil COP HSPF COP HSPF AFUE AFUE ANY = = = = = = 2.7 or 6.4 2.6 or,--- 6.1 .70 .70 COP /HSPF AFUE AFUE 2' -1.0 1' - .86 0' - .65 R - = 2' -.90 1' - .70 0' - .50 CEILINGS Under attic Single assembly Common, Wood frame' R -30 R -19 - R -11 - - 2 = Co g' j = FLOORS I Slab -on -grade Raised wood Raised concrete Common, Wood frame' No Minimum R -11 R -5 R -11 g -C> = Electric resistance Gas, natural or propane Fuel oil EF EF EF = = = .88 ✓- .54 54 EF EF EF = . 8" g Tana In uncond. space In conditioned space R -4.2 No Minimum ,/ = = Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. See below. O�tNaxi / b % Irlstalled % GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT (TINTING) REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SG 1' -1.0 0' - .86 0' -.90 2' -1.0 1' - .86 0' - .65 1' -.90 0' - .70 3' -1.0 2' - .86 1' - .65 0' - .45 2' -.90 1' - .70 0' - .50 4' -1.0 3' 86 2' - .65 1' - .45 0' - .35 3'_.90 2' .70 1' - .50 0' - .40 Shading coefficients (SC) may be obtained from the manufacturer of the glass. Typical shading coefficients are: single -paned clear SC = 1.0, double -paned clear SC = .90, and single -paned tint SC = .86. CLIMATE ZONES 7 8 9 TABLE 10B. Prescriptive Requirements for Small Additi ons (600 Sq.Ft. and Less) and for Renovations to Existing Buildings. 'Common components are those which separate two conditioned living units in a multifamily building. TABLE 10C. Prescriptive Requirements for Glass Areas in ADDITIONS ONLY (Renovations see 3 below) Form 1000C may be used to comply the following types of construction: SMALL ADDITIONS TO EXISTING RESIDENCES. Additions which have 600 square feet or less of conditioned area may comply with the Energy Code using this form. The prescriptive requirements in Tables 10A. 10B and 100 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must oe met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS. Residential buildings undergoing renovations costing more than 30% of the assessed value of the building must comply with the Energy Code using this form. The prescriptive requirements in Tables 10A and 108 apply only to the components and equipment being renovated or replaced. GENERAL DIRECTIONS: 1. On the left side of Table 10B in the column titled "INSULATION INSTALLED ", indicate the R -value of the insulation being added to each component. On the right side of Table 10B indicate the efficiency levels of the equipment being installed in the column titled "EFFICIENCY INSTALLED ". All R- values and efficiencies installed must meet or exceed the minimum values prescribed in the preceding column for that component. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of newglass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass panels in doors which are more than 1 /3 of the area of the door. Double the area of all non - vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 100. For example, 29% glass would qualify for the "Up to 30 %" column. Prescriptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). Any pair within the selected "Up To " category is acceptable. For a given glass type and overhang, the maximum shading coefficient allowed is specified. Indicate the category into which the percentage falls in the box at the top titled "Maximum % = ". In the next column titled "Installed ", indicate the calculated percentage of glass in the addition. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition, do not have to comply with the overhang and shading coefficient requirements on Table 100. All new glass in the addition must meet the requirements for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Only glass areas which are being replaced as part of the renovations need to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted. double -pane clear, or double -pane tinted. 4. Complete ttie information requested on the top half of page 1. 5. Read "Minimum Requirements for Small Additions and Renovations ", Table 10A on page 1, and check to indicate your intention to comply with all applicable items. 6. Read. sign and date the "Owner /Agent" certification statement on page 1. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the Stateellorida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein siCecified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address 41111/44 J w / Registered Architect and /or Engineer n Name and address of licensed contractor Q,!?'/�'.i/L Location and legal description of lot to be built on: Lot /5 / Block 7 Street and Number where work is to be done State work to be done and purpose of building (by floors). state exterior colors (submit samples( 1e Cal 04//lac/d, h 11 oGdd -7.o ' a /o '2' /8/ M I1a /l j Jc Lr �Li� � � S i/19 Sh'e gli -e 474 e Addition 1---------. Repairs No. of Stories To be constructed of C . &S. Kind of foundation G een.1 - �-1.tLE Roof f Covering Roo�. �f Estimated Total cost of improvements S 4 , O 0 Amount of Permit S �l1 S' p�101 � Zone cubage required Plan Cubage 4 ' 3a // / , Oh Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to New Building Remodeling The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors. o ork to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. /V - \ Date ` 11 Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivisio21 �' �C!!!/}/t/ / // .7a-g /3 &J. e 27 14,,,x', 9 4 +h '5+w -e.e.�'/ / / emade Eyis -1179 f' - ch d 7 O_ lI'JQ Size of Building Lot o Melee a- 7ean-r irserli a, ateZ4' ceirrenii fi /ez ,c se 4 5 Permit No. Disapproved (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Date • Read, Sworn to and Subscribed before me. Date 3 /0 19 No.Ot 7 Street2 /00'$ /Zg.75 and for no other purpose Notary Public, State of Florida ate Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Disapproved ___ ( Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer /+ �/}} Name and address of licensed contractor (/ mfee bm ___ILt'0OF(AL Location and legal description of lot to be built on: Lot Block r S 7 ubdivision q Street and Number where work is to be done � we_ l L( ST ' State work to be done and purpose of building (by floors) Building Inspect r NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Date No Council Approved Date P _ ANNING BOARD DATE Chairman Member Member I- 30 NEtiv I?OaF Atpi ?lo 5' ' Street / V E- ,_. /P a tt i and for no other purpose. No. of Stories 1 New Building Remodeling Addition Repairs To be constructed of Kind of foundation Roof Covering aeh vet- Estimated Total cost of improvements $ 1 a 00 Amount of Permit $ Zone cubage required .Plan Cubage _ Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontract on o be performed u his permit, as are licensed by Miami Shores Village. Remarks (Signed)__, ' �__ STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- - - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ark, true. Permit No.___lF_. C _ . - Date ?''� 7 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved _ -__ .__..__.- Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty STATE OF FLORIDA, COUNTY OF DADE. MIAMI SHORES VILLAGE To be constructed of Kind of foundation } APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �l� j� Date_ ! 19./- Owner's Name and Address R r y L: -• - - [. __L _ E I N E--- - - - - -- - - - -- -- - -- No g7 Street NE I Z ST Registered Architect and /or Engineer n Name and address of licensed contractor_____ _ 0/le/Cirri, ROOF /Ala Co, ac , 3o! /vW 7. C ST //HI l - Location and legal description of lot to be built on: Lot Block Subdivision qqec Street and Number where work is to be done ?2_ ICE 1 'T State work to be done and purpose of building (by floors) ri F - Roof SS. Date Date BUILDING INSPECTION DEPARTMENT Chairman Member and for no other purpose. New Building Remodeling Addition Repairs ✓ No. of Stories_....- .._.1 ��// Roof Cove 'ng - TT LE Estimated Total cost of improvements $ 1, _._ rt�� 1 G D Amount of Permit $ 6 0D Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such bcontract , on wo o be per this permit, as are licensed by Miami Shores Village. s d Remarks ( Signed ) Read, Sworn to and Subscribed before me. Notary Public, State of Florida Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Disapproved (Signed) Building Inspector My Commission Expires PLA NG BOARD DATE Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. fib • t 4 ,yCLUStok?S r• ,tea, °�, ,� 4 -E q'a TOr L �� i-6.. 2 x -0,3 18 4) ® x 4,0 _V1.52 /7:16,z 3 cf, 7 (,5O j.. - _ 'Y ;a MIAMI 194oee S�c, Amp W l ` L-/ t J �s gf' w.t/ / Lessee / Tenant I Owner's Address V-1 tJ . ci4 54 r� e.-� Phone Contracting Co. 6 605/1/G Co Address /2D9 /SGT / 7/.S'T Qualifier LOMS C C //ff,)f f¢4/ SS4t� - - Phone At y 7 State 0fr Municipal i Competency # 'T '/ wIns.co. Architect /Engineer 1 AM lYl Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILD ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN c, WORK DESCRIPTION Flt415 h�t goF i1■ A Atz. XDt'lTloI - \ \E114 - h - 'S T `T Gv dp L AT Ti Le* - Fa .jv1411'4, E.4 1 T) t.164 7t Lt c>oE. . Estimated Cost(value) � 1 100 y Date 3 Legal Owner Square Ft. R2 Description WAAtNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore,..I au h•rize the a ve -named co t actor to do the work stated. i Signature of owner and /or Condo President Date: PERMIT APPLICATION FOR MUNICIPALITIES (OWNER TO RETAIN COPY) Job Address 8 4) I 27 ti Notary as to Owne nd /or doJPre My Commission Expo y PUB Con SPA APR 18,19 dent 9 '��.SS EXP. APR 18,1993 3 BONDED TNRU GENERAL DNS. UND. ** * * * * * * v * FEES: PERMIT 400 RADON C.C.F. 1Y" d APPROVED: Tax Folio OF DADE COUNTY I1- 3 2O6 -I 0540.0 04, 1,1x . *4 Signature of Cont Date: Itoe Master Permit Ik ucc NOTARY /go TOTAL DUE 3frtOb Public Notary I.D. Inc • Tint t /� qr � d „ r" ro l y n `� % i .tor or Owner— Bailu- � DID take oath, or ��/,/ Iy(p [v 01' an �k� J�h�"� 7 as to Contractor or Owner-Builder y Commission Exp!TA%`h. STATE OF FLORIDA MY COMMISSION EXPIRES APRIL 16. 199 BOW) TNRU STEMBIE &ADAMS & SWEET * * * * * * * * ** Fire Other Zoning Building - , -/t/1/ Electrical Mechanical Plumbing / Engineering