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RF-11-1254Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161951 Permit Number: RF -7 -11 -1254 Scheduled Inspection Date: October 05, 2011 Inspector: Bruhn, Norman Owner: Job Address: 1450 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050240040 Phone: 305 - 757 -2612 Building Department Comments RE ROOF WITH MONIER SAXONY Passed// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ec October 04, 2011 For Inspections please call: (305)762 -4949 Page 15 of 49 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: 4:0 Job Address: / 456 6� /®® % tigts 5, -51 . A Roofing Contractor: ®dikAte �� /�i •Piz Permit Number: 0/1-- /2'4 Type of Tile: SifYIPI4 'p' $7011r4--, D Z feet Slope: 3 :( Z Approximate Square Footage: ?B® Ladder Approximate Roof Height: Type of Access to Roof: OtherRequired Testing Force: 35 lbs. Date Installed: ft2 Testing Equipment: F.G.E.100x Shimr o Instrument Date of Inspection: / ®° q°O/ TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 P� ' s� 21 fj445 41 - -� $ 61 ti c C 81 2 1 22 42 62 82 3 23 43 63 83 4 24 44 a 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 1 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 e).--- 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 1 40 60 i, 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 01 ft Area Units or ft2 No. of Tests Perimeter 2. Field 30 Corners I7 /4 Hips & Ridges 6 0 / 7 RESPECTFULLY SUBMITTED BY: r FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification # 07 -0612.11 Job Address: l��c• t■! Do T, ,11t,4 A-1/ < 5. z/, Contractor: 0/3E"/ a/2 o A/4 Other: Sketch of Roof ■■■■■■■■■ ■ ■■■■N■N■■■■■■■I■■NNN■E■■■N■■NN ■■E■■■ NEE ■NNEN ■N ■■EN ■NINE ■■ ■■ ■ ■ ■ ■NEN■■NN■ ■ ■■ ■ ■ ■ ■■ ■■ ■N■ ■■■■■■ ■■ ■■■■■■ ■■■ ■NNE■ ■ ■E■■ ■■■■■■■■■ ■■■■■ ■■ ■■■ ■■ ■■EN■■ ■ ■■ ■ ■■N■ ■NE ■■ ■ ■N■EU■ ■■E ■■■ ■■ ■■ ■NNE ■■■ ■■E■ ■N■■■ ■■ ■■E ■■ ■■■■■■ I■ N■ ■ ■ ■■ ■N ■NE■ ■ ■■ ■ ■ ■■ENNN ■■■E■ ■E■■■ ■N■■■k11 ■■ENE ■MEIN■ ■N■ ■■■■■■ ■■MZENEENN!NN■■ NEMENNENINNEMENEIMENNINEENIONEVICMIIMIN ■■ N■■ NN■ E ■■■■NE■■■NE■I■NIINIMMN■ENE■ ■■■■■ 1 'IN ■ ■ ■ ■■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■■IIJU ■IU■ ■NNE■■ INEMNIMINENNINIENNEENNUNENNIENNENINNENZIMERI ■ ■N■ ■■■ ■NNE ■E■■■E ■ ■E■ ■NN■■■■ ■ ■ ■NP ■ ■ ■AII■ ■f M■ENE ■■■ ■ ■• INIMMENININIMENNINEMEINIMENEMPANERININNININ Na I S■ ■MEN ��J ■■N■■ ■ ■ ■■ ■SIN MPM i ME iiiii ®ONsr\E ■■ ■NNE■ ■■ ■ ■E■J■EMMIN■i�UNNEN ■N■M� EAINEMENIU /E ■■ ■ ■ ■■ ■ ■N ■N■i, ■■ICH Era■■ *7NM■i■ ■ ■ ■ ■ ■■\IILM■ ■ ■■■■ ■ ■ ■■ ■N ■ ■I■r ■ ■rlii ■ ■Mr ■[C` ■■ ■r7 ■■N NN■■■■■■■■ ■■■■= ■■ I■ N! 1 ■ ■ ■■!MN ■■ ■ ■ ■ ■MN ■ ■ ■1NNN ■FD ■■ ■ ■■ ■ ■ ■NN�iMENNUNIMMININIMMEIRINIMMENNENNIMENNENNENE ■ ■ ■ ■ ■l insi■ ■NNIwr►J ■momits ■rimamisc■■■■■■■■ U ■ ■N ■RIMMINN ■■` INMN ZINNNi NNIAM IN .M„ ■ ■ ■ ■■N ■ ■INIP NINEWEEN ■ ■■ ■SiE ■NNr ■MO NNIMENMEN ■■■■■■ I■■ I■ N■N►N ■ ■ ■IN■NME ■ ■L■ELE\\.\EM ■NE■■ ■ ■■ ■ ■gal■EMEN FINEVA ■■ ■ ■ ■ ■■ ■ ■■EMEMPO ■■ ■■■ ■■■ ■ ■NI ■ ■`I■EWCOM ■ ■■■TN ■ ■ ■■ ■EFINEOMMA► U\ ■ ■ ■■ ■ ■ ■■■ INSIlnll*r. SIN ■\NNIN■NN■ ■F.MNRIENKSZEIEMERM ■E■ MINEMEIMMIMENIEDIMMENNIEMINEENriadINNITIMPIENINNE ■ ■ ■■ ■ ■INNN■ ■■,N■ INEN ■■ ■ ■■■■ ■!! ■■ ■N ■ ■iINfN■■ ■■■■■■ ■N■ ■■■ ■■NINE■ ■■ ■■■NINE■ ■ ■ ■ ■ ■N■■ ■ ■ ■N■ ■■E■ ■ ■■ ■N■ ■■NINE■■■ ■■E ■■ ■NE ■ENE■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■NINE■■■■■■■EE■E■■■ ■NE■■ ■■■■■■■■■ ■ ■ ■■■ ■■■■■■N■■N■N■■■■ ■ ■E■ ■■E■■■ ■■NINE■■ NNE ■E ■■N■■NNN■ ■ ■ ■■NE■NN■■ ■■ ■N■ ■ ■■ ■N■■■ ■N■ ■■ ■NNE■■■■■■■■■■■■■■■ ■N■■■N■N■IN■ Notes %i7Zeast 5'4404 `iu ease ?4 Vefrovetagefer 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 RE: Permit # R F-7- I/-I251 DATE: INSPECTION AFFIDAVIT James O. enicte f (Print name and circle License Type) - License #: 0-(1),e, 011-130 iH ID 'Lc NI (Date & time) secondary water barrier work at On or about , licensed as a i 1/ Contract6 FS 468 Building Inspector / Engineer / Architect, , I did personally inspect the oof deck n -; 'ng and/or 14 o /D (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofi Manual (Based on 553.8E F.S) Sigyiat, e State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the'above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to in i e such an inspection. Include photndriphs of each plane of the roof with permit # and address # clearly shown marked on the deck for each r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ( Kalti) Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. W I 1 ''G31- PERMIT APPLICATION FBC 2004 JUL 12 2011 Master Permit No. Permit Type (circle): Building Electrical g Mechanical Owner's Name (Fee Simple Titleholder) Wt nne /l ' � Q j //,fit Phone # 332 - 99.§z) Plumbi Owner's Address /Liz Nr City Ma/ft -,Sitile6 State - Tenant/Lessee Name Zip ✓,/ig Phone # Job Address (where the work is being done) 140 jt /o/ .J°1 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 ))0‹ NL OV'W) Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 116q City MA/Wu Qualifier Name a Wk State Certificate or Registi+ation No. Zip 3,3 l 3Q Phone # 3 - 7J'% -.016 / Z, State typeNpue ett D /U D4 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Additio Describe Work: Zip Phone # 33138 3O- ?57 -2d 12111Jtva' Certificate of Competency No. Phone # iete Square / Linear Footage Of Work: 8909 ['Alteration New 0/Repair/Re ac ❑ Demolition .1j0 , 1 fit/ /IL l3 ;f: eft Art **.******************************F ees************* * * * * *** * * * * * * * * * * * * * *** * * * * * * ** ied Submittal Fee $ CJ " lam✓ Notary $ Permit Fee $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ DPBR $ CCF$ CO /CC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ se• L ` —See Reverse side -4- -- Bonding Company's Name (if applicable) �- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City , /State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC...}. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value e4eeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no, and a reinspection fee will be charged. or Agent _ =- The fore .oing instrument was acknowledged before me this day o . 20 /) , by e-t -tA7T , who ' ersonally known to me " who has produced /( /t}- As identification and who did take an oath. NOTARY PUBLIC: Print: NO. (L ri 'Imo' My Commission Expires: �, Yf& WANDA GRIDER * * * * * * * * * * * * * * *** * * * ** * :, *044X 1SAMPPN9211 .%....' 4.6,,,,,45, EXPIRES September 14, 2013 (407) 39H -0153 FIoNotarySery tce.com APPLICATION APPROVED BY: (Revised 02/08/06) contractor The sregoing instrument was cknowleedged before e this - day of 201 I, by ��OMS 1)` eiliJ _ 111 who is persotlally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire5r` �> Plans Examiner Engineer Zoning A�� °W CERTIFICATE OF LIABILITY INSURANCE 6/1i 0 " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 CONTACT Laura Buratt NAME: PHONE 954) 943 -5050 Mt. No): (954) 942 -6310 EMAIL ADDRESS: /aura®furmaninsurance.com PRODUCER 00003304 CUSTOMER ID 0: INSURER(S) AFFORDING COVERAGE INSURER A:Starr Indemnity & Liability Co NAIC 0 ,38318 10701 INSURED Obenour Roofing Sheet Metal & Supply Co 159 NE 97th Street Miami Shores FL 33138 INSURERB:Bridgefield Employers Ins Co INSURER C : SIPGGL0018200 INSURERD: 6/1/2012 INSURERS: $ 1,000,000 INSURERF: DAMAGE TO RENTED PREMISES (Ea occurrence) COVERAGES CERTIFICATE NUMBER:11 -12 GL/ 10 -11 WC THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AODCSUBR INSR WVD POLICY NUMBER POUCY EFF (MM/DDIYYYY) POUCY EXP (MM/DD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR 1?-- SIPGGL0018200 6/1/2011 6/1/2012 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000 JCLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 7 POLICY rX JET LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ __ UMBRELLA LIAR EXCESS LIAR OCCUR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ IS $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A 83036966 10/6/2010 10/6/2011 STA X WC TU- T Y I E.L EACH ACCIDENT $ 100,000 $ 100,000 $ 500,000 E.L DISEASE - EA EMPLOYE below E.L DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) CERTIFICATE HOLDER CANCELLATION City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave Miami Shores, FL 33153 /� #,✓ 1?-- Frank Furman, Jr /LB `"-'< d f -. - -- ACORD 25 (2009/09) INS025 (200909) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 111111111111111111111111111111111111111111111- NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OFIIRS FT INSPECTION PERMIT NO. TAX FOLIO NO. t,1 - 3 2oSTDz4 Ole 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: I .Jv ? E /01 Se ititpluLL ANA 3) i_38 11611 - Of 465 Lk 2. Description of improvement: 3. Owner (s) name and address: Interest in property: CFN 201 1 l RO284192 OR BP 27673 Fs 4848; (1as) RECORDED 05 /C )3/2) i11 09:51:1,6 HARVEY RLIV'IH► CLERK OF COURT MIAMI—DADE COUNTYe FLORIDA LAST PAGE t, Name and address of fee simple titleholder: n 4. Contractor's name and address: Y It 5C ,Jt q"? �xr !�?t2 31 /ie' 5. Surety: (Payment bond required by owner from contractor, Name and address: Amount of bond: $ 6. Lender's name and address: `iIATE_ OF FLORICA, COUNTY O DAD€ ( HEREBY CERTIFY f ti» is a tru. ixody ct< crriOngf-fr it2111A-; 1-ir.RVFY /'UViN. CLERii, c1 u j: C t,r,t Ci r ! 7. Persons within the State of Florida designa (1) (a) 7., Florida Statutes: Name and address: eon whom no ces or other documents may be served as provided by Section 713.13 4, 81n 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) 7., Florida Statutes: Name and address: (/ 9. Expiration date of this Notice of Comment (th ex iration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name Sworn to and subscribed Notary Publi Print Notary's Name My Commission'tpires: 114.14 -4.6-60.amfr Prepared by: kSniklitj 141,11) %' o,.c∎ EXPIRES September 14. 2013 (407) 398 -0153 FloritlallotaryService.com if a 11114a00 iby Form 1Dt O�vs.er's Notification Form 07 MIA COUNTY "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg 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 designated space indicates that'the item as been explained. raga 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 p • ; of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Build g Code. (The roof deck is usually concealed prior to removing the existing roof system). y, W 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or own should notify the occupants of adjacent units of roofing work to be performed. JP ,/ 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, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of may • ining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may c e 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 roofing system. Ponding conditions may not be evident until the original roo . 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 ofrloaded 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 , requirements uirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. iria 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the prior of the structural assembly (the buildin: itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, desi a - 9, by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not Owner's/Agent's Signature: Date: 5 l Contractor's Signature: Property Address: Fla IMMO Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE RE- QUIRED DOCUMENTS AS NOTED BELOW:. Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof TestinglCalculation Documentation ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (Genera pformation) Master Permit No. Contractor's Name Job Address Process No. JUL 1 2 2011 114-9) N.6 101 31 BOOFCATEGORY QQ 1 O D Low Slope 0 Mechanically Fastened Tile 'MortarlAdhesly S Tile w F- u D Asphaltic ❑ Metal PanetlShingles 0 Wood Shingle Shingles tr Z z en 0 � Z D Q cc 0 New RoofRerooting 0 Recovering ❑ Repair 0 Main `® ce nom. 1- 2 O a 1- ILI 0- , O W 0 1— °z Total ( F) G a A aa. Z 0 a5 Q Section B (Roof Plan) a N1 CO N V) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. lnctude.dlmenslons of se o'. and levels, clearly identity dimensions of elevated pressure zones and location of parapets. . . 0 Prescriptive BUR -RAS 150 ROOF TYPE Low Slope Roof Area (SF) ROOF SYSTEM INFORMATION Steep Sloped Root Area (SF) 16.32 FLORIDA BUILDING CODE —BUILDING Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: � � # # i 1 1 Notice of Acceptance Number: Di ---O7 ! t - © 3 Minimum Design ind ressures, If A ica rom RAS 1 7 Pmax1: U •Ole Pmax2: • Pmax3: r • al ulations): Maximum Design Pressure (From the NOA Specific System): Lk. Method of Tile Attachment: 1 Roof Slope: _5:12 eck Type: Sloped System Description i wad dla_ ype Underlayment: nsulation: Fire Barrier: I Ridge Ventilation? /VP Bill M ,a 22-4 Mean Roof Height: !z Fastener Type & Spacing: dhesive Type: 17 itt t 5 A it-f- ype Cap Sheet: 4goASrt D Z #9 oofing Covering: Type & Size Drip dge: Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from M. If the M1 values are greater than or equal to the M, values for each area of the roof, then the the attachment method is acceptable. Method 1 ` Moment -Based Tile Calculations Per RAS 127" (P,: 1 x .3/3 = of )- mg: �.o3 =Mr, 0 NOA M 45/ 00 _ ) - Mg: 17.05 = M NOA M, d• 2 (P3/ 2 x A..3/3 = j /) - Mg: 0.3 = M: M & NOA Mr I/0 - Method 2 "Simplified Tile Calculations PerTable Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift -based tile systems use Method 3. Compared the values for F1 with the values for Fe If the F' values are greater than or equal to the F, values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P1:_ xI: =_xw:= W:_xcos 0: =Fr1: NOA F' _ _)- (P2:_ xl: =_xw:= W:_xcos 0: =Fr2: • NOA F' _ _)- (P3:_ xi: =_xw:= W:_xcos 0: =F6: NOA Fl _ _)- Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M. NOA Attachment Resistance M, NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight_ W NOA Tile Dimensions I= length w = width NOA All calculations must be submitted to the Bu Iding Official at the time of permit application. MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetiie, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1 =17" w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier, 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Test Agency, The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Tile Profile Saxony 900 Slate, Shake & Split Shake 2 ":12" Table 3: Restorin • Moments due to Gravi - M, ft-lb 6 ":12" 3 ":12" 4 ":12" 5":12" 7 ":12" or greater Battens 7.16 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 Battens 7.55 6.46 Direct Deck 7.34 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X (ft3) Batten A. . licatlon X (ft3) Direct Deck A. . Iication MonierUfetile Saxony 900 Slate, Shake & Split Shake 0.289 0.313 Tile Profile Saxony 900 Slate, Shake & Split Shake 2 ":12" Table 3: Restorin • Moments due to Gravi - M, ft-lb 6 ":12" 3 ":12" 4 ":12" 5":12" 7 ":12" or greater Battens 7.16 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 Battens 7.55 6.46 Direct Deck 7.34 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 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 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3' 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.9' Po l oam Po ProTM 40.44 3 Large paddy placement of 45 grams of PolvProTM. 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 . 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 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 ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04126/12 Approval Date: 09 /07/07 Page 7 of 7 MIAMI•DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidademovibuildina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.' -11-1w2d Expiration Da4e:__05/10/1‘, -, Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyproo AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro Foampro ProPack 1 AH160 RTF1000 30 &100 Dimensions Test Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. HIM-WADE CO APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. E2 F w F'— MS MANMADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro®AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro 44 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH 160 shall be applied with Foampro RTF1000 or ProPaok® 30 & 100 dispensing equipment only. 7. Polypro® AH 160 shall not be exposed permanently to sunlight, 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nell through plastic cement Undedayment 1 Fascia Eavo courts) only: Keep edheelvaapprox, 4 tn. up from neophytes Nall through plastic cement Underlaymant 1 1D In. 2 In Paddy (genaathTie) Ease Course Eave course only: Keep adhesive approx. 4 In. up fromweaphales Fascia Waphoia Eave donna Drip edge 1) Paco enough adhesive to aahlave 1710 23 Optional 2x4 for steep PI 1 appications square Inches Ut contactwilh the pan file Turn 1 In. From outside edge of wv�B� 1121m Then Install the S. Undarlayment Nall through plastic cement MIAMI•DADE COUNTY APPROVED Rem top portion of the eeva course covet tin Abul to second course of �andcover Ulu e�dot flush at save Ilne. Eave closure Weephole Fascia (model shown) Sheathing Optional Po!M•up titular on Iangfiud nal edges WWI NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMIDADE COUNTY APPROVED Nall through plastic cement Underlayment 7 In. Eave Course Nail through plastic cement Paddy (Beneath Tile) Underlayment 71n. 2 In. Eave Course Fascia Manhole Euvo closure Drip edge Paddy (Beneath TIIe) Fascia Eave Closure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plesllc cement • Single paddy 3 in under the xSin. Single paddy on under• layment Paddy (between tile) Paddy (under tile) Single paddy on top of tile e course In. X 7 In. medium size paddy save Fascia course only Nall through plastic cement Nall through plastic cement Single paddy under the Underlaymant Single paddy between tile 1 2 In. x 71n. medium coe paddy save course only * In.x3In. 41n, s. Single paddy on under• layment Single paddy on top of tale Course Fascia Weephole Pave closure Drip edge Single paddy between the Pielln.x 3 In. Single paddy on undorlayment Single paddy on top of the Ewe Course Eave Closure 2 In. x 71n. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ‘\'\7-9A Inspection Number: INSP - 161954 Permit Number: RF -7 -11 -1255 Scheduled Inspection Date: October 05, 2011 Inspector: Bruhn, Norman Owner: Job Address: 1450 NE 101 Street Miami Shores, FL Project: <NONE> Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone Number Parcel Number 1132050240040 Phone: 305 - 757 -2612 Building Department Comments HURRICANE MITIGATION Passed 141 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 04, 2011 For Inspections please call: (305)762 -4949 Page 16 of 49 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ifgZ6 Master Permit Nn 1)- 1 . z,-(; BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Af,l e/rxAt- Owner's Address 914 q a 1�d 101 �,. City Maiti ,: U State 6� Zip Tenant/Lessee Name Phone # "Off JUL 12 2011 i�- Plumbing doyel/ Mechanical Phone # 05 Roofing d Job Address (where the work is being done) 714' IX- 10 / 1V- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # I ( 31-05' 024- OD ti O / Is Building Historically Designated YES NO l® Zip 3p39 Contractor's Company Name 404f /Oc/,G 7opf'!/{/J� Phone # .1' -7r 7 a/2... Contractor's Address A--- f /cf 97 St // City 4 $m t' f 1d2-P.J State •Z- Zip 33, 2 7 Qualifier Name,.....0 n €J /iikja/t- State Certificate or Registration No(' ee 0/ 9/306 Certificate of Competency No.cCAZIOD to cirri Phone #7j Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $� Square / Linear Footage Of Work: Type of Work: ❑Addition Describe Work: New ,'Repair/Replace ❑ Demolition ,/ ea-74 ir hi So, P 6A kt- (l9 Submittal Fee $ Notary $ Scanning $ Permit Fee $ Training/Education Fee $ Radon $ ld7 Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF$ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ a 1- wee- Revm`se side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..., OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND) TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exxeeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencer lent must be posted at the job site for the first inspectionhich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no t be/ .. r • s • •� • reinspection fee will be charged. / All Signature. wner or Agent I , � - tkaide Signature The foregoing instrument was acknowledged before me this day o C , , 20 L, by r —re cJ wh s personally known totem or who has produced n11.4 As identification and who di4take an oath. NOTARY PUBLIC: Print: we rlda t/ 1 * �� e(•�=,� WANDA G ,; = MY COMMISSION # DD916532 41.?� EXPIRES September 14, 2013 407 398 -0153 FloridallotaryService.com (Revised 02/08/06) Contractor oing instrument was acknowledged befo me this 20 (1 b by jf/1"A d dep -° e 0 or who has produced as identifi'ation and who did take an oath. NOTARY PUBLIC: (A Sign: Wed t ByE° Nfeo ISPSi _ 'n * * * ** *** ** * *** * * * * * * ** r p * * * *. * ** Ric : t * ***�r ****** ** * * ** r * * * * **** . II Plans Examiner Engineer Zoning 07/12/2011 11:29 do ho 30575884 ! , i 1 .1.0.3;01 I:among In., : — 159 Pgrt==n1 OBENOUR ROOFING,! SHEET METAL & N.E. 97 STREET MIAMI (305)757-2612 FA )1 EMAIL:OBENOURROOFING@AOL.00M . • I, SUPPLY.!CO. i SHORES, F4.. 33 1 38 (306)758-84184 111=11 FACSIMILE TRANSMITTAL SHEET L-4 i ,—.....--....... mom: A ).c i S A 0 kr; • ...-... , .....s.......—................. .1-4zir 1111■... ; PM: L:108R, 77� TOCil, g9 72- NO, or P Ir:SabLi.:4 : Dr, (I COW& 1011.0.:Mumsu* : V ...0i, SUNDIA'S ■■•■•■■•■■•■ Ril,MAtiNert. NUMMI.; PM: YOVR RUMARNCH NUMBER$ 0 11 .Lozatt at . NO "E: rFItNT mataramog=4— icOMMKIRTS: ----- • FOR RUVIUW • PLEASE commuvr 0 Pi.11ASii Itio)).v ll 0 PI.JiASE RACYCLE vow/4! ■0111 • 4 : . ,•,—.., —I. . . “wa mrt nag .! i vommwm■wwww. : L... e. 'MOM We imab i i MI visompoom■ MI .0. ..omsta vv..o.. vavv I ! it I i•I■IV.6.1, :......... hnoil■ol Tv.' li . not mi •V Men* enforce auidelines equivalent, or more stringent, nurriaiie do not constitute a ditetetive nr leaAl e mitigation roquuonientg4ui GAIMISIN, Singly AAtutty e%ininn_ Thew chnitld nnlv Inn mod stftar earofill E 01 co>.➢r_t�id•*e atm and coyu�rl tlnd wry 3.• It is the :e n I t of gu oieii tt u, to en bil due euidcl an prat' suppo B 'Wits e in ;30AL 4. 1 1)NCL Thdt Bt ih Ir9tig O#fi guideiu mill re Hulrric:crf 1liditigate Wen isf ULdmil n con j unction with all information provide in the document,i , irir clu ding notes and e Building Officials Association of Florid through development ands distribution of these rage and facilitate reasonable, consistent i plementation statewide oircertain provisions of the cs represent a "best effort" to interpret the ague and ambiguous statutory language of the bill for its stated intent of integrating cost- eflf -ctive techniques of proved methods of the Florida certain buildings constructed prior to the a • ' e's implementation Ma*eh 1, 2002. v SIONS ials Association of Florida concludes that i plementation and application of the following onably meet the implied intent of Section 5.3.844, F.S. and Rule 9B4 .0475, FAC and the n Manual referenced therein. (The Hurri e Mitigation Manual is available at 'F.:_iiefer c o20Docum nt°/ ► , ', -° 21 co bined- :u r riIca Mitigation Retrofits amily Residential Str lines for or Existing Site Built Single ctures (revised 0+x/26/07) d the 07/12/2011 11:29 3057588484 OBENOUR ROOFING PAGE 02 0 ± •• • u ideline the code sections specified will be frojn the Hurricane stet 'fit ManuaL S A B C pplemental Fasteners and Secondary Water Barrier Trigger: When a roof an an existing site- built, single family reside ial structure is replaced. [According to the 2004 Florida Building Code (Sections 1502 Defnl ions): ROOF REPLACEMENT: The process of remov ng the existing roof cove g, repairing any damaged substrate and installing a new roof coverhg.] Requirements: 1. Roof deck attachment and fasteners shall be strengthenej and corrected as required by section 201.1. 2. A secondary water barrier sha 1 be provided as required lb, section 201.2. Self - adhering polymer modified bitumen tape or sheets (peel Ind stick products) must comply with ASTM D 1970. Guidelines: 1. Is there a required inspection •r affidavit certification) lair the supplemental fasteners? - Yes. 2. Who can perform this inspection (or affidavit certificatidi)7 - Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or persons certified in the structural discipline under FS 468. 3. Can existing sheathing fasteners be used to satisfy the supplemental requirement in Table 201.1 where wind speec is greater than 110 mhp? - Only if the existing fasteners are 8d clipped head, rout id head, or ring shank and spaced at 6" or less on center. 4. What type of fasteners must be installed to satisfy the supplemental requirement in Table 201.1? - Supplemental fasteners shal be 8d ring shank nails wit: round heads and the minimum dimensions as specified in 201.1. 5. Are the enhanced fasteners requirements and secondary water barrier required on new construction? - No. 6. Is there a required inspection (or affidavit certification) lr the secondary water barrier? • Yes. 7. Who can perform this inspecti an (or affidavit certification)? - Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Reside anal Contractor, Roofing Contractor or persons certified in the structural discipline under FS 468. 8. What is the minimum thickness of self- adhering polymett modified bitumen that can be installed? - A minimum of 40 mil is required, Per ASTM D 1970. f to Wall Connections r ind Bourne Debris Region Only) r: " en a roof on an existing site - built, single family residetitial structure within the wind borne debris region and having an insured value or just valuation fot purposes of ad valorem taxation for the structure of $300,000.00 or more is replaced. 07/12/2011 11:29 3057588484 „MI OBENOUR ROOFING B. Requirements: I. Sufficient eave sheathing shall members (Clarification: 6 feet the roof to expose 3 roof truss roof only has to be the minim inches, 16 inches, 24 inches et 2. Wherever a strap is missing or the intersection of roof framin a. Metal connectors, clips equals or exceeds the u 5211 b. Approved strap ties or capacity of 500 Ibs steal c Refer to sections 201.3. C. Guidelines: n a Roofing Contractor pull - Yes. 2. What additional paperwork mu issuance of a re -roof permit? - Proof of insured value or a co application for the re -roof, an of which equals or exceeds 15 building was constructed. 3. Does the 15% of the cost of the report and the proposed roof to - Yes. . Who can prepare a report to be / existing and proposed metal co elements when using the prescri - Florida Professional Engineer Building Contractor, Residen 5. Is a separate permit required to additional structural elements? - No, this work can be subcon Contractor or Residential Con 6. Is there a required inspection (o connectors, clips, straps, fastene - Yes. 7. Who can perform this inspectio - Florida Professional Engineer Building Contractor, Residen discipline under FS 468 such Can a Roofing Contractor instal structural elements? - Yes. 9. Which side of the wall can the trait connectors be installed on? - Either side, the manual states Wherever access makes lepossibie (Without damage of the wall or soffit finishes) ". 10. If there is an existing strap with ess than 4 fasteners, can fltssteners be added? - Yes, that opinion appears for ip roofs on wood frame or masonry construction and for gable roofs on wood frame an may be determined acceptable by the local governing authority under alternate mate 'els and methods provisions of the Florida Building Code. 8 PAGE 03 be removed to expose a Minimum of 6 feet of framing om the corner on a horiz+ntal plane along the edge of rafters etc. The width tom the edge or eve of the required to view the connectors which could be 12 . depending on the width Of the overhang.) an existing strap has fewer than 4 fasteners on each end with the wall below shalllbe strengthened by adding straps and fasteners such lktat the performance level lift capacity as specified IS Table 201.3. ght angle gusset brackets with a minimum uplift be installed to the top plate or masonry wall below. to 201.3.4 for prescriptive requirements. permit for the re- roofing and the roof wall retrofit? be submitted by the Roofing Contractor prior to the of the ad- valorem tax value. A valid permit the required mitigation retrofit work, the contract value o of the cost of re- roofing and proof of the date the e-roof include the cost of the investigation, subsequent all connections? bmitted with the re-roof permit application addressing ectors, clips, straps, fasteners and additional structural tive methods specified in sections 201.3.1 to 201.3.4? Registered Architect, Lictlnsed General Contractor, al Contractor or a Licensers Roofing Contractor. stall metal connectors, clips, straps, fasteners and ted to a Licensed General Contractor, Building rector. affidavit certification) forthe installation of metal and additional structuralelements? (or affidavit certification Registered Architect, Licensed General Contractor, al Contractor or persons Certified in the structural a Roofing Contractor. metal connectors, clips. straps, fasteners and additional 07/12/2011 11:29 • LI [ L. 3057588484 OBENOUR ROOFING PAGE 04 11. Does an existing l /r' strap with —16d nails satisfy the 500 lb uplift requirement? - No, per the manual. Opening Protection (Wind Borne D bris Region only) A B. G Trigger When any activity requiring a b for which an estimate cost is $50,000.00 located in the wind borne debris region of ad valorem taxation for the structure o Requirement: 1. Opening protection as required Building Code, Residential for Guidelines: 1. Does an accumulated value of p $50,000.00 trigger this require - No. 2. Is a permit required to install th - Yes. 3. Who can perform this inspectio - The local Building Departure V. Gable End Bracing A. Trigger: There is no trigger to require s ppiemental gable end bracing. These requirements are voluntary. B. Requirements: 1. If an owner voluntarily choose _. to retrofit gable end wa11s the prescriptive methods of section A104 may be used. C. Guidelines: 1. Is a building permit required to • fit gable end walls? Yes. 2. Is there an inspection required + retrofit gable end walls? - Yes. 3. Who can perform this inspect ? - The local Building Departme t. ilding permit that is appliN for on or er i. 1, 2008 r more for a single family'iresidential building that is d having an insured valueQof just valuation for purposes $750,000 or more. ithin the Florida Building Code, Building or Florida ew construction shall be provided. nnits within a 12 month period which exceeds nt? opening protection? t, Commentary "fie Building Officials Association of Florida, after h lir/Ming officials, roofing contractors, roofing manuf 1A:felines to be reasonable, practical and consistent RI official interpretation of the law. 'iggrida Statutes and Rule 98- 3.947. Florid Ad mini therein, • ., 1! , . 'J.._ t ving received and reviewed knowledgeable input from res, and other interestcj parties believes these th the intent of the HB 70157. These guidelines are not f : :, , ' : ,1 r ' er to s. 553.844, 8 A mini tive Code and the Hurrlbane Mitigation Manual 1 L22011 SIM200802 Used for Florida State Wide Product Approval # FL11473 Products on this Report which are approved: Product FL# Product DETAL20 11473.1 FGTR 11473.2 FGTRE 11473.2 FGTRHL 11473.2 FGTRHR 11473.2 HETA12 11473.3 HETA16 11473.3 H ETA20 11473.3 H ETA24 11473.4 H ETA40 11473.4 HETALI2 11473.5 H ETAL 16 11473.5 H ETAL20 11473.5 HGAM10 11473.6 HGUM5.25 11473.7 HGUM5.50 11473.7 HGUM7.00 11473.8 HGUM7.25 11473.8 HGUM9.00 11473.8 HHETA12 11473.9 H H ETA16 11473.9 H H ETA20 11473.9 H H ETA24 11473.10 H H ETA40 11473.10 HM9 11473.6 HTSM16 11473.11 HTSM20 11473.11 LGUM210 -2 -SDS LGUM210 -3 -SDS LGUM210 -4 -SDS LGUM26 -2 -SDS LGUM26 -3 -SDS LGUM26 -4 -SDS LGUM28 -2 -SDS LGUM28 -3 -SDS LGUM28 -4 -SDS LGUM410 -SDS LGUM46 -SDS LGUM48 -SDS LTA1 META12 META14 META16 META18 META20 META22 META24 META40 MSTAM24 MSTAM36 MSTCM40 MSTCM60 MTSM16 MTSM20 SIMPSON FL# 11473.12 11473.13 11473.14 11473.12 11473.13 11473.14 11473.12 11473.13 11473.14 11473.15 11473.15 11473.15 11473.16 11473.17 11473.17 11473.17 11473.17 11473.18 11473.18 11473.18 11473.18 11473.19 11473.19 11473.19 11473.19 11473.2 11473.2 SIMPSON STRONG -TIE COMPANY, INC •••• Jax Apex Technology, Inc. FBPE CA NO. 7547 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224/ 904/821 -5200 Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and /or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM200802 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: •••• • • • • • •••• • • • •• • • ••• • • • • •• • •••• • • Jeffrey P. Arneson, the Florida engineer who prepared this report, and Ac Technology have no financial interest in the manufacturing, sales, or •di6$ritwtion 0f th@ products included in this report. Jeffrey P. Arneson and Apex Technology complrMMl• all criteria as stated in Florida Administrative Code Chapter 9B- 72.1100;•: • 2. PRODUCT NAME Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Page 1 of 13 • • • • • • • • • •• • • • • Simpson Strong -Tie • • • • • • • • • • • • • Embedded Truss Anchors META12, META14, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETALI2, HETALI6, HETAL20, HHETA12, HHETA16, HHETA20, HHETA24, HHETA40, LTA1, DETAL Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns FGTR, FGTRE, FGTRHL, FGTRHR Wood to Masonry Hangers LGUM26 -2, LGUM28 -2, LGUM210 -2, LGUM26 -3, LGUM28 -3, LGUM210 -3, LGUM26 -4, LGUM28 -4, LGUM210 -4, LGUM46, LGUM48, LGUM410, HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code, Building. 4. DESCRIPTION: 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common nails, and fastens to the wall with either'/4x2%" Titen Masonry Screws for a masonry wall, or 1/4x11/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10d common nails, and fastens to the wall with either '/4x2 %" Titen Masonry Screws for a masonry wall, or %x13/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 50, Class 1. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable Toads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beGi t5• • • to masonry or concrete walls. The HM9 fastens to the wood member witliSimpsorl'%'X 11/2" SDS screws (provided with the part), and fastens to the wall with either''/4x21/4" • •. Titen Masonry Screws for a masonry wall, or %x13/" Titen Masonry SpPew §tor a •• concrete wall. The HM9 is manufactured from 18 gauge steel meeting Atpl A653 SS Grade 33. The galvanized coating complies with the G90 requirement) oa/eSTM WO,. Hurricane tie fastener schedule, dimensions and allowable loads are §Igimp in TaOle 1• • • See Figure 2 for additional details of the HM9. • • • • • • • • 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to arbhot%Qood . •• trusses, rafters, or beams to masonry or concrete walls. The HGAMW fastens to;th2••• wood member with Simpson % X 11/2" SDS screws (provided with the par't),:and fastens to the wall with 1/4x2%" Titen Masonry Screws. Allowable Toads are shown in Tabbd2'•' The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle Page 2 of 13 Simpson Strong -Tie • • • • • • . fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details of the HGAM10. 4.5 META, HETA, HETAL, HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member (usually a truss) to a masonry or concrete wall. Embedded truss anchors fasten to a single -ply wood truss with 10dx1'/s nails or to a multiple -ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor (4" for META, HETA, and HETAL, and 5'/16" for HETAL). The strap portion of the anchor is 11/4" wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTM A653 SS Grade 33. Steel thickness is as specified in Table 9. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable Toads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 4 and 6 for additional details of single and double embedded truss anchors. 4.6 LTA1 Lateral Truss Anchor. The LTA1 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA1 fastens to the wood member with 10dx1 %" common nails and has legs which are embedded into the wall system. Allowable loads are shown in Table 2. The LTA1 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5 for additional details of the LTA1. 4.7 DETAL20 Double Embedded Truss Anchor. The DETAL is a high capacity connector used to anchor single -ply wood trusses or rafters to masonry or concrete walls. The DETAL fastens to the wood members with 10dx1' /z" nails. They are embedded in the masonry or concrete wall to a depth of 4% inches. The strap portion of the anchor is 11/4" wide. The strap anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, and the truss seat is manufactured from steel meeting ASTM A653 SS Grade 33. The strap anchors are 16 ga. steel and the seat is 18 ga. steel. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable Toads are shown in Table 3. See Figure 6 for additional details of the DETAL. 4.8 MSTAM, MSTCM Wood to Masonry Strap Tie. The MSTAM and MSTCM Strap Tie models are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM Straps are 1' /a" wide for use on 1W and larger members. They are installed with 10d common nails to the wood and either,',... '/4x2'/4" Titen Masonry Screws to masonry, or '/4x1'/4" Titen Masonry Screws to •,••• concrete. The MSTCM Strap is 3" wide for use on doubled 2 -by or siNgld 4 :by and • • larger members. They are installed with 16d sinker nails to the wood•arad?lther1/4x2V": Titen Masonry Screws to masonry, or 1/4x1%" Titen Masonry Screws 4osoncrete. Thg MSTCM Strap has countersunk nail slots for a lower nailing profile ardcoined edges fpr safer handling. The straps are manufactured from steel meeting ASTM•A6t3 SS:Grddd 50, Class 1, of a thickness as specified in Table 4. The galvanized ctingcompiies • with the G90 requirements of ASTM A653. Masonry strap fastener stetiule, • dimensions and allowable loads are shown in Table 4. See Figure 7;fbtditional • details of wood to masonry straps. ▪ • • • 4.9 FGTR, FGTRE, FGTRHL, FGTRHR Face Mount Girder Tie Down. The F(;TJ . a non -pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The Page 3 of 13 Simpson Strong -Tie •� • • • • • • • • • • • • • FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens to the truss with Simpson Strong -Tie SDSW wood screws, and fastens to the masonry or concrete wall with Simpson Strong -Tie W diameter Titen HD fasteners, which are supplied with the connector. The FGTRE uses a strap that is oriented with its flat dimension parallel to the truss for placement at the end of walls when the truss is parallel to the wall. The FGTRHL and FGTRHR are designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A- 1011 Grade 33 steel having Fy =33ksi and Fu =52ksi and the plates are made from 3 gauge ASTM A -1011 Grade 33 steel having Fy =33ksi and Fu= 52ksi. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable Toads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGUM, HGUM Masonry Girder Hangers. LGUM and HGUM girder hangers are high capacity joist hangers that are used to connect wood girders and beams to masonry or concrete walls. The LGUM and HGUM use Simpson Strong -Tie Titen HD anchors to attach to the masonry or concrete wall, and Strong -Drive Screws (which are provided) to attach the beam to the hanger. To install the Titen HD anchors, drill holes of the same diameter as the anchor into the masonry or concrete. Holes should be 1 /z" deeper than the specified Titen HD length. The SDS screws are installed best with a low -speed 1/2" drill and a 3/" hex head driver. Predrilling holes for SDS screws is not required. The LGUM is manufactured from galvanized steel complying with ASTM A 653 SS Grade 40 with minimum yield and tensile strengths of 40 and 55 ksi (275 and 379 MPa), respectively. The HGUM is manufactured from galvanized steel complying with ASTM A 653 SS Grade 33 with minimum yield and tensile strengths of 33 and 45 ksi (228 and 310 MPa), respectively. The galvanized coating complies with the G90 requirements of ASTM A 653. The steel thicknesses are 0.099" (2.51 mm) for the LGUM, and 0.173" (4.39 mm) for the HGUM. Girder hanger fastener schedule, dimensions and allowable loads are shown in Table 6. See Figure 9 for additional details of masonry girder hangers. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued - laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables1 through 6. •••• • Unless otherwise noted, lumber shall be Southern Pine or Douglas Fii; Lajeh having a.. minimum specific gravity of 0.50. Where indicated by SPF, lumber shatl•be 6pruce... Pine -Fir having a minimum specific gravity of 0.42. • •• • • • • • 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common? 1IS. NailgMU. • • comp • Common Nail Pennyweight Nail Shank Diameter (inch) Fyb (per ),.••. ... • 10d 0.148 _ 90,006 • : 16d sinker 0.148 90,000 . 16d 0.162 90,000... • • • • Fasteners for galvanized connectors in pressure - preservative treated wood shah pe--- hot- dipped zinc coated galvanized steel with coating weights in accordance with ASTM A153. Fasteners for stainless steel connectors shall be stainless steel. Page 4 of 13 Simpson Strong -Tie • • • •• • • 5.4 Concrete /Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete, fc - 2500 psi Masonry, fm ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 psi (or by proportions) Grout ASTM C476 2000 psi (or by proportions) 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supercedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Gilstrap, P.E., and Samuel Hensen, P.E., performed in accordance with the 2007 Florida and Residential Building Codes. Product Test Number Date Tested MTSM B845, H756 2/27/90, 12/6/00 HTSM 02 -3667 1/30/02 HM9 Uplift 02 -3793 5/15/02 HM9 F1 Direction 02 -3793 5/15/02 HM9 F2 Direction 02 -3793 5/15/02 HGAM10 Uplift 02 -3884 7129/02 HGAM10 F1 Direction H046 3/25/99 HGAM10 F2 Direction H141 6/22/99 META Uplift 02 -3674, 02 -3861, 02 -3802, 04 -4675 6/4/02, 6/8/02, 7/24/02, 2/8/04 META F1 02 -3674, 02 -3802 6/4/02, 6/8/02 META F2 02 -3674, 02 -3861 02 -3802, 6/4/02, 6/8/02, 7/24/02 HETA Uplift 02 -3803, 04 -4676 02 -3862, 6/10/02, 7/26/02, 2/8/04 _ •••• • HETA F1 02 -3803 6/10/02 HETA F2 02 -3803, 02 -3862 6/10/02, 7/26/02, • , HHETA Uplift 02 -3676, 04 -4674 02 -3863, • 6/4/02, 7/29/02, 2/7/04•••• ••.. • " • • HHETA F1 02 -3676 6/4/02 '•••• HHETA F2 02 -3676, 02 -3863 6/4/02, 7/29/02 • _ HETAL Uplift 02 -3803, 04 -4676 02 -3862, • 6/10/02, 7/26/02, 2/$/84" • • . HETAL F1 D793 3/17/94 • • • • Page 5of13 • • • • • •• • Simpson Strong -Tie • • • • Product Test Number Date Tested HETAL F2 D844 3/28/94 DETAL Uplift 0797 3/28/08 DETAL F1 0795, 0799 5/12/08, 3/27/08 DETAL F2 0796, 0798 6/05/08, 3/28/08 LTA1 Uplift 02 -3616 2/13/02 LTA1 F1 02 -3616 2/13/02 LTA1 F2 02- 3616 2/13/02 MSTAM24 Uplift 02 -3795 5/17/02, 5/17/02 MSTAM36 Uplift 02 -3795 5/17/02, 5/17/02 MSTCM40 Uplift 02 -3796 5/31/02 MSTCM60 Uplift N471 1/26/07 FGTR Uplift 04 -5004, 04 -5005 10/6/04, 10/6/04 FGTRE Uplift 04 -5010 10/29/04 FGTRHUR Uplift 04 -4915 10/13/04 LGUM Down M202,M 203, M204, M222, M224 7/13/06, 7/13/06, 7/13/06, 7/14/06, 8/03/06 LGUM Uplift M211, M212, M213 8/18/06,8/18/06, 8/21/06 HGUM Down M207, M209,M216, M217 9/11/06, 9/11/06, 10/20/06, 10/20/06 HGUM Uplift M729, M731 8/3/06, 8/04/06 8. FINDINGS Upon review of the data submitted by Simpson Strong -Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the 2007 Florida Building Code, Building, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. Allowable Toads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions. M11, must be evaluated as follows: • • •••• Design Uplift/Allowable Uplift + Design Lateral Parallel to Platellowable•••••: Lateral Parallel to Plate + Design Lateral Perp. to Plate /AllowAjt,Lrateral Perp. to Plate < 1.0 •••••• • • •••• • • • • • 10. CODE REFERENCES Florida Building Code. Building 2007 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Page 6 of 13 • • • •• •• • • • • • • • • • • • •• • Simpson Strong -Tie • • • • • • •.•• • • • • • • • Florida Building Code, R101.2.1 R4407 R4408 R4409 Residential 2007 Edition Scope HVHZ Masonry HVHZ Steel HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable Toads for the aforementioned products. TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Model No. Ga Length (in.) Fasteners Altonrable',Uplift Loads (1) Truss /Rafter CMU (Titen) Concrete (Titen)` Southern Pine/Do Cgias Fir - Larch < Spruce - Pine -Fir MTSM16 16 16 7 -10d 4 - %x2% 4 - %x1% 875 755 MTSM20 16 20 7 -10d 4-%x2% 4-1/4x1% 875 755 HTSM16 14 16 8 -10d 4 - %x2% 4- 1hx13/4 1175 1010 HTSM20 14 20 10 -10d 4 - %x2% 4 - 1/4x1% 1175 1010 HM9/ 18 - 4- SDS %X1% 5 - %x2% 5 - %x1% 805 690 HGAM10 °• b 14 - 4- SDS %X1' /z ' 4 - %x2% 4- 1/4x2% 850 850 ores: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 635 lbs (DFUSYP) & 545 Ibs (SFP), and allowable F2 load shall be 200 Ibs (DFUSYP) & 170 lbs (SPF). 3. HGAM10 allowable F1 load shall be 1005 Ibs (DFUSYP) & 870 Ibs (SFP), and allowable F2 load shall be 1105 Ibs (DFUSYP) & 950 lbs (SPF). 4. Allowable Toads for the HGAM10 are for one connector. A minimum rafter thickness of 2 %° must be used when framing anchors are installed on each side of the joist or truss. Moisture barrier not shown Figure 1 Typical MTSMM /HTSM Application Page 7 of 13 Figure 2 Typical HM9 Installation •••Fjgure3 • Typic I HQAd110 Installation • • • • • •• • • • Simpson Strong -Tie • TABLE 2 ALLOWABLE LOADS AND FASTENERS Model No. Ga H Uplift lateral Loads 1 PI So. Pine Truss y 2 or 3 Ply. So. Pine Truss. F, " Fa (vm "�► Fasteners Load Fasteners Load META12 18 8 7- 10dx1'/z 1450 6 -16d 1450 340 725 META14 10 7- 10dx1'/z 1450 6 -16d 1450 340 725 META16 12 7- 10dx1'/z 1450 6 -16d 1450 340 725 META18 14 7- 10dx1'/z 1450 6 -16d 1450 340 725 META20 16 6- 10dx1'% 1270 5-16d 1245 340 725 7- 10dxl'A 1450 6 -16d 1450 340 725 META22 18 7- 10dx1'/z 1450 6-16d 1450 340 725 META24 20 7- 10dx1% 1450 6 -16d 1450 340 725 META40 36 7- 10dx1'/z 1450 6-16d 1450 340 725 HETA12 16 8 7- 10dx1' /Z 1520 7 -16d 1780 340 725 HETA16 12 9- 10dx1'/2 1810 8-16d 1810 340 725 HETA20 16 8- 10dx1' /a 1735 7 -16d 1780 340 725 9- 10dx1'/z 1810 8-16d 1810 340 725 HETA24 20 9- 10dx1% 1810 8-16d 1810 340 725 HETA40 36 9- 10dx1'/z 1810 8-16d 1810 340 725 HHETA12 14 8 7- 10dx1'/z 1565 7 -16d 1820 3408 815 HHETA16 12 10- 10dx1'/z 2235 9 -16d 2235 3408 815 HHETA20 16 9- 10dx1'% 2010 8-16d 2080 3408 815 10- 10dx1'/z 2235 9-16d 2235 3408 815 HHETA24 20 10- 10dx1'% 2235 9-16d 2235 3406 815 HHETA40 36 10- 10dx1'/z 2235 9 -16d 2235 3406 815 HETAL12 16 7 10- 10dx1'/z 1085 10 -16d 1270 415 1100 HETAL16 11 14- 10dx1'% 1810 13 -16d 1810 415 1100 HETAL20 15 14- 10dx1'/z 1810 13 -16d 1810 415 1100 LTA1 18 31/8 12- 10dx1',4 1420 12- 10dx1'% 1420 485 1425 Notes: 1. Loads include a 60% Toad duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Five nails must be installed into the truss seat of the HETAL 3. Parallel -to -plate load towards face of HETAL is 1975 lbs. 4. Minimum Pc is 2,000psi 5. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load,* • • capacity. The load per nail can be approximated by dividing the allowable load by the number if fasten'. • • • This concept applies to all member sizes. There should be a minimum of 4 nails installed jntfie :trap. Liteal • • loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA ani oo e �r Jess than 61-'.• • • • 16d or 7- 10dx1'/z fasteners are used with the META anchor. • • • 6. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped o02rRRcottuss and a • • • minimum of 12 nails are installed. • •••• • • • • • aat5h91 +n •••• • • • • • • • Typical META Installed wish TSS Figure 4 METAIHETA/HHETA Typical Installation Pas_......_ FL Maistura gamer • • • • • • • • • • • • • • • • • • • Figure 5 LTA1 Typical Installation Simpson Strong -Tie • • •• • TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS Model No. Qty. Application Uplift Loads Lateral Loads5: ." 1 Ply Southem Pine Truss 2 or 3 PIy Southern Pine Truss . F1 (p4r611er. (parpera ' towall) °' Fasteners Load Fasteners ' Load to wall) DETAL20 1 CMU 18- 10dx1Y2 2480 - - 20006 1370 Concrete 18- 10dx1% 2480 - - 2000 1505 META 2 CMU Concrete 10- 10dx1% 1985 14 -16d 1900 1210 1160 10 -10dx 1 A 1985 14 -16d 2565 1210 1160 HETA 2 CMU Concrete 10- 10dx1YZ 2035 12 -16d 2500 1225 1520 10 -10dx 1% 2035 12 -16d 2700 1225 1520 HHETA 2 CMU Concrete 10- 10dx1% 2035 12 -16d 2500 1225 1520 10 -10dx 1% 2035 14-16d 3350 1225 1520 Notes: 1. Loads ' nclude a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Minimum fc is 2,500 psi. 3. Install with spoons facing outward and spaced no more than 1/8" wider than the truss width. 4. Install half of the required number of fasteners in each strap, except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA, and HHETA anchors apply only to 2- or 3 -ply applications with anchors spaced a minimum of 3" apart. For single ply applications use lateral loads in Table 2. DETAL lateral load apply to single -ply application. 6. DETAL20 Lateral Loading in the F1 direction anchored in CMU greater than 1,790 Ib. may result in deflection up to 5/32" in the F1 direction. Page 9 of 13 Typical Installation with two METAs Figure 6 DETAL and Double META/HETA/HHETA Application • • • • • •• • • • ••• • • •••• ••• • • • •• • •••• • • • • •••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • Simpson Strong -Tie • TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Model No. Ga. Dimensions (inches) Simpson Strong -Tie Titen Screws DF /SP (160) SPF ;(160)4 W L CMU Concrete Nails Load Naills MSTAM24 18 1% 24 5 - %x2% 5 -'/4x 1% 8 -10d 1500 9 -10d 1500 MSTAM36 16 1% 36 8 - %x21h 8- '/4x1% 10 -10d 1870 11 -10d 1870 MSTCM40 16 3 40% 14- %x2'/4 14 - %x1% 22 -16d Sinker 4220 26 -16d Sinker 4220 MSTCM60 16 3 59% 14 - %x2% 14 - %x1% 26 -16d Sinker 4220 26 -16d Sinker 4220 Notes: 1. Loads include a 60% Toad duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is 1'/2" for Titen Masonry Screws. 3. Minimum fm = 1500 psi and minimum fc = 2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to moisture. ors +r�T PiT 4O /,' 2 Typ. 'h. MSTAM36 Page 10 of 13 0 0 0 o o O: o 0 ;O O MSTCM4O 11' 3' l Typical MSTAM36 Installation. Figure 7 MSTAM /MSTCM Typical Dimensions and Installation Typical MSTCM60 Installation . • • • . • • • •••• • • • •• • ••• • • • •• • •••• • • •••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • Simpson Strong -Tie TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Model No. Qty. Fasteners Allowable Uplift Load . (160) To Block and Concrete Wall To Truss FGTR 1 2 -Titen HD Yzx5" 18 -SDS1 /4x3 50006 2 4 -Titen HD Y2x5" 36 -SDS1 /4x3 9400 FGTRHUR 1 2 -Titen HD' /zx5" 18 -SDS1 /4x3 3850 FGTRE 1 2 -Titen HD ' /x5" 18 -SDS1 /4x3 46856 FGTRE +FGTR 1 Each 4 -Titen HD Ysx5" 36 -SDS1 /4x3 50006 Notes 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce Toads where other Toads govem. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titen HD is 4" 4. THD's should be spaced in every other hole on the part 5. Attached members must be designed to resist the applied loads 6. Products used for corner applications shall be limited to 4685 Ibs allowable 7. Loads are govemed by the grouted wall capacity based on testing of the products attached to the corner of a block wall at an average ultimate load of 14,800 Ibs. The connector has been tested attached to a steel column to an allowable load of 11,400 Ibs which can be used for design provided the wall is designed by the engineer of record to transfer the uplift forces. ROTA FGTRHL TOPVIEW Page 11 of 13 Two FGTRs FGTR •••• • • •••• MUSS SHOULD BE SCT RACK FGTRE • • • a • • • • • •• • • • • •••• • • • • • • • • • • • • • • Figure 8 • FGTR/FGTRE/FGTRHL/FGRHR Typical Installation Simpson Strong -Tie • • • • • • • TABLE 6— LGUM AND HGUM ALLOWABLE LOADS, FASTENERS AND DIMENSIONS M(idellIO: ' - , Ga Dimensions (in) Fasteners AilOWalllet0 Uplift ' , ' ' e ' OWr1104- F1 ' fi ' L CMU/Concrete Joist Titen HD SDS Screws 060, Coflcete ' li-doiti542 ' . DOUBLE 2x SIZES LGUM 26-2 12 3 '/ 5 4 4 - %" x 4" 4 - %"x21/2" 1430 5595 LGUM 28-2 12 3 9,6 7 4 6 - %' x 4" 6 - %"x2%° 2435 8250 LGUM 210-2 12 3 f/16 9 4 8 - %" x 4" 8 - %"x21/2" 3575 9575 TRIPLE 2x SIZES LGUM 26-3 12 5 % 5 '/a 4 4 -3/8" x 4" 4 - %"x21/2" 1430 5610 LGUM 28-3 12 5 % 7 % 4 6 - %" x 4" 6 - %"x2%" 2435 8290 LGUM 210-3 12 5Y8 9% 4 8 - %" x 4" 8 - %"x21/2" 3575 9715 QUADRUPLE 2x SIZES LGUM 26-4 12 6 "/16 5 'Ii 4 4 - %" x 4° 4 - 1430 5625 LGUM 28-4 12 6 11/16 7 b/16 4 6 - %" x 4" 6 - %"x2%" 2435 8335 LGUM 210-4 12 6 11/16 9 5/16 4 8 - %" x 4" 8 - Wx2%" 3575 9860 4x SIZES LGUM 46 12 3 % 4 % 4 4 - %" x 4" 4 - %"x21/2" 1430 5600 LGUM 48 12 3% 6% 4 6 - %" x4" 6 - Wx21/2" 2435 8260 LGUM 410 12 3% 8% 4 8 - %" x4" 8 - %"x2%" 3575 9620 ENG NEERED WOOD AND STRUCTURAL COMPOSITE LUMBER SIZES (HEAVY DUTY) HGUM5.25 7 5% 11 to 30 5% 8 - %" x 5" 24 - %"x2%" 10085 14965 16015 HGUM5.50 7 5% 5Y4 8 - %" x 5" 24 - %"x2%" 10125 14940 16015 HGUM7.00 7 7 5 % 8 - %" x 5" 24 - %"x2%" 10375 14770 16015 HGUM7.25 7 7 % 5 % 8 - %" x 5" 24 - %"x21/2" 10415 14740 16015 HGUM9.00 7 9 5 % 8 - %" x 5" 24 -1/45(2%" 10705 14545 16015 Notes: 1. Uplift loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum fm = 1500 psi and fc = 2500 psi Page 12 of 13 HGUM TypIcal NUM Installation hluistao Vatilar »'t 041511 Figure 9 LGUM/HGUM Typical Installation ir••• • • •••• • • •S •9 • • • • • • • • • • • • • Simpson Strong-Tie • • • • • • • • • • • • • • • • • • • • • • • • • • • • 12. IDENTIFICATION as � 5 ♦. Ali. -. {'t gJ Ni M or • • ` `Jax �r J e 00, 174%; REr: ;p Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. Page 13 of 13 • • • •••• • • • • •••• •• • ••• • • • •• • • • •••• • • •••• • •••••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • Simpson Strong -Tie •