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RF-11-1625Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 165313 Permit Number: RF -9 -11 -1654 Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: DEL ALMO, RAMIRO Job Address: 9215 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone Number (305)772 -6820 Parcel Number 1132050270590 Phone: 305- 757 -2612 Building Department Comments INSTALL HGA 10 GRUSSETTS ON ALL RAFTERS PER MITIGATION. Passed � G Inspector Comments CREATED AS REINSPECTION FOR INSP- 165248. CREATED AS REINSPECTION FOR INSP- 164263. NO PERMIT CARD. JR 10/07/2011 - NO PICTURES AVAILBLE. JR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 11, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 165312 Permit Number: RF -9 -11 -1625 Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: DEL ALMO, RAMIRO Job Address: 9215 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)772 -6820 Parcel Number 1132050270590 Phone: 305 - 757 -2612 Building Department Comments RE ROOF TILE TO TILE Passed die �0 ,,_ Inspector Comments CREATED AS REINSPECTION FOR INSP- 165275. CREATED AS REINSPECTION FOR INSP- 164074. PENDING HURRICANE MITIGATION. 10/07/2011 - NO PICTURES AVAILABLE. JR /i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 11, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Date: Re: Owner's Name: Yes Property Address: ai S N • bet,4shae, De Roofing Permit Number: -'- 1 - U. 25 A tt it /6, 5q Dear Building Official: certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structuresidopted by the Florida :uilding Commission by Rule 9B -3.047 F.A.C. // -„J' Y`,/ nature State of Florida County of Dade Jiyy D. Ohwoujr' Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 1 l Notary Public, Sate of Florida at Larg (SEAL) Revised on 5/21/2009 day of ( 20 it FINAL COMPLIANCE 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: yvg.c Li d Rj Job Address: / 2 / / m� � j �: ®r•. -. Roofing Contracto EA1Q� `'! itta- ;/a Permit Number: ,Cg, // " l'475- Type of Tile:: the )( .1117.47° 44195.47 Approximate Roof Height: feet Slope: 3 11 1- Approximate Square Footage:Z Zoe ft2 Type of Access to Roof: 1 Ladder OtherRequired Testis Force: 35 lbs. Testing Equipment: F.G.E. 100 Shimpo Instrument Date Installed: 7. 2 • 1) Date of Inspection: /e 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 r 5 21 9 41 piti, 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 _ 66 86 7 27 47 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 95 16 36 56 ' 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 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: 7 ft Area Units or ft2 No. of Tests Perimeter 9 Q p Field ti 0 o / Corners Hips & Ridges (re 4 RESPECTFULLY SUBMITTED BY: FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification # 07 -0612.11 Job Address: q 2 /'5 blo <, s* Yoftit Contractor: , 0e -EM!� Other: Sketch of Roof (bir",g) 1111 ■ ■11■11■■■■ ■111111 ■■ ■■ ■111■■■ ■ ■■ ■1111■■■■■ ■■ ■1111 ■ ■ ■■ ■ ■ ■ ■ ■■■ ■ ■■ ■■■■1111 ■■1111 ■■■■ ■11111111111111■■■■ ■■ 1111 ■■ ■ ■ ■ ■■■11 ■ ■ ■ ■ ■ ■ ■11 ■ ■■ ■■■■11■ ■■■ ■1111■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■ ■u1111 ■1111■■■ ■■ ■1111■■■■■ ■ ■ ■■■■ 1111 ■ ■11 ■■ ■ ■ ■ ■ ■ ■ ■■ ■■1111■ ■■ ■1111■ ■1111■■■ ■■■ ■1111■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■ ■■ ■ ■ ■■ ■11■ ■11 ■1111■■■ ■1111■■■■■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■■■1111■ ■ ■■ ■■■■1111■■!■■■■■■■■!■■■ 1111 ■■■ 111111■■■■ ■1111■ ■■ ■■ ■1111■ ■■■■■1111 ■1111■■■■■■ 11■ ■ ■!■ ■ ■11 ■ ■ ■ ■■■■11. ■■ ■ ■11■•■ ■••■■■■ ■••■1111 ■■ ■■■■■ ■■■■ ■■■■111■■1r ■ ■ ■■■ ■111111 ■ ■■ ■ ■■■■■■ ■■■■■ ■■■ ■ ■■ ■■■■11■■MI« ■IIIIM ■11■■Mill ■■■ ■ ■ ■ ■■■■ ■ ■■ ■■■■!1111■ ■11 ■i■ ■ ■■ r ■� ■■V ■■a�■■■■ ■■■■ ■■■■ ■■■■■ ■1111 ■■ 111rR■1111 111 ■■ ■ 011■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! 11 ■r'IOMMIrra!^iIII11 111 !!11 ■ ■ ■ ■■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■■MalialiA!! ■MIII ;!■r ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111 ■11 ■ ■ ■E� ■Li�il!!!1! ■ ■LJ11!11 ■■ 1111■■■ ■■■■!■■■■■■ ■ ■ ■ ■1!1 ■ ■! ■ ■! ■ ■ii!' ■ ■ ■L1 ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ 1111 ■1111■ ■■ ■ ■11' ■i1- M[ ■wwL11 ■ ■E7 ■1111 ■1111■■ ■ 1111 ■ ■ ■ ■ ■ ■11■ ■ ■ ■■11 ■■a11111111ifa■ ■11■ ■1`11 ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■1111 ■11 ■ ■■ ■■■■111l1111■ci!`!i■ ■■ ■1111 ■■ ■1111■ ■1111■ ■ ■ ■■ ■1111■ ■■ ■•111 Via■ ■11■ ■1111 ■111111 ■1111 ■ 1111 ■11 ■11■■■■■■ ■■►a4■■■ ■■■1116VE 11 ■■ IIIIR MINIM 1111 ■!11■ ■11■111111■■■11■■11■ ■ ■111■11■OVA ■■■■■■■■■■ 1111 ■11■■ 1111■ ■ ■ ■ ■■ ■11 ■ ■■ ■ ■■ ■1111 ■711 ■ ■ ■ ■11MMI■■■■ ■ ■ ■ ■■ ■■■ ■■■ ■■■111I11■■■■m■ ■■■■VJ■� ■; ■1111■■ 1111 ■ ■■ ■11 ■ ■ ■ ■ ■■ ■1111 ■ ■111711!!11■111i1111■ ■■1111 ■r■ ■■1111 ■ ■ ■ ■ ■ ■ ■■ 1111 ■ ■ ■ ■ ■1J ■11 ■Jt�i11�1 ■ ■1 ■ ■ ■ ■ ■ ■■ ■111111■■■■ ■ ■■ ■ ■■■ ■ ■■■■■■ ■■■■ ■MINEMI Ii ■1111■■■ ■■1111■■ ■■ ■■■ ■11 ■ ■ ■ ■ ■ ■ ■!11 ■ ■ ■ ■■Lii i1■ ■I1 ■1111■ ■■ ■■ ■■■ ■ ■■ ■■■■■■■■■! ■ ■ ■ ■■ ■ ■11! ■ ■ ■■■■li ■ ■■11■■■■ ■■■■■■ 1111 ■ ■■■ ■1111■■■ ■ ■ ■ ■ ■117a ==ice ___ ■_11■ ■■11■ ■1111 ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■■■■L' ..l �i;Ta,M:: EM..__' = ■ ■■■ ■■■■■■■■■■ ■■ ■ ■ ■ ■ ■■■■■■■L■■■■■■■■■■ ■,11■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111 ■1111 ■! ■■■ ■■■■■■11■!■■■ ■ ■■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■■ ■1111 ■■■■■■■ ■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ Notes RE: Permit # r i� Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT jOrk Cb f (f licensed as a n ( FS 468 Building Inspector (Print name and circle License Type) License #: e00 Qr4,3D( On or about cligitt Secondary water bar work at (Date & time) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: r / Engineer / Architect, , I did personally inspect the roof deck nailing and cat5 Pibishore Dr. (Complete Job Site Address) Based upon that eMmination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Basedd553.844 F.S) f?'nature State of Florida County of Dade: The undersigned, beihg 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 Larg day of _' / 2t( *General, Building, Residential, ar Roofing Contractors or any individual certified under 468 F.S. to make such an inspection, Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 530M V 31(1 Miami Shores Village a Sty 0 8,2011 VI Building Department BY.........•.••••••••••••• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �Q Permit No. r"F I Master Permit No. A — /1 - PERMIT APPLICATION FBC 20 Permit Type: BUILDING Y)/ ROOFING OWNER: Name (Fee Simple Titleholder): /3 6 Phone #: Address: 1942 fr /0 W 60t7s j 0 1te r I ,. City: / 1 J.�ft.�, J ht,r t'GS State: Pr Tenant/Lessee Name: 54 yam, Zip: 33! fl Phone #: Email: City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes NO 0/ Zip: Flood Zone: CONTRACTOR: Company Name b'f'/(JQe,ti 66-1/ G? 5 Phon‘,36:9 2 (! 6(2, Address: / AT ( ! % 3 / City: ..44/.4 ow ; Sint/ tG 5 State: A Qualifier Name: ..Ji¢ ill e 3 6 4e /t) 0 (-y / Phone #: State Certification or Registration #: 0 e- 06 % 4' 50 h /,Certificate of Competency #: Contact Phone #:.mod �'" 9�( c2 4 1 � Email Address: e(/ 0 r- x- i p e tt t9 L t✓tS2/\ "- DESIGNER: Architect/Engineer: Phone#: Square/Linear Footage of Work: 55-4 OS e t'—s Zip: ,?-5 L e Value of Work for this Permit: $ c / G 1® Type of Work: ❑Addition dAlteration ItdNew ORepair/Replace ODemolition i -�C,11 / �' Description of Work: � ji � f C� Gam' %, j � !r //S A-/1 t t 0�� rikp d .0 so .2- // 5413 **+ x+ x*: *+ x*****: x: x****+x+x**** ************** Fees ************** * *** x+ x+ x +x***********+x:xx:***** * ** Submittal Fee $ Permit Fee $ /to °`, CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (011 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtai , :` 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 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACE , BOILERS, HEATERS, TANKS and MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fore : . ing instrument was acknowledged before me this The fore day of 1i ; , 20 1( , by /ices CA Ai , day of who is ovally kno e or who has produced who is As identification and who did take an oath. NOTARY PUBLIC: Signatur Sign: Print: -rj of My Commission Expires: puffin Couu:riissi n MAR. p y�DDg577 p res. . 07, Ma APPROVED BY Contractor ing instrument was acknowledged before me this 7 2 , by YP 6 :i, or who has produced as identification and who did take an oath. /</ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Co Comniissida #DD8571'fl Wires: MAR- 07a twav AnarrICAMINIMMIS Zoning Clerk SIM200802 Used for Florida State Wide Product Approval # FL11473 Products on this Report which are approved: roduct TAL20 TR FGTRE FGTRHL FGTRHR HETA12 HETA16 H ETA20 HETA24 H ETA40 HETALI2 HETAL16 HETAL20 HGAM 10 HGUM5.25 . HGUM7HGUM5.00 50 HGUM7.25 HGUM9.00 HHETAI2 HHETA16 HHETA20 HHETA24 HHETA40 HM9 X16 FL# 11473.1 11473.2 11473.2 11473.2 11473.2 11473.3 11473.3 11473.3 11473.4 11473.4 11473.5 11473.5 11473.5 11473.6 11473.7 11473.7 11473.8 11473.8 11473.8 11473.9 11473.9 11473.9 11473.10 11473.10 11473.6 11473.11 11473.11 Product 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 $ Mpg 5 e COMP �e�E�� N��N F 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 Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 9B- 72.110. 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, HETAL16, HETAL20, HHETAI2, 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 1/4X2%4" Titen Masonry Screws for a masonry wall, or 1 /4X13/" 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 %x2%" Titen Masonry Screws for a masonry wall, or '/4X13/" 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 loads 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 beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson % X 1'/2" SDS screws (provided with the part), and fastens to the wall with either %x2 %" Titen Masonry Screws for a masonry wall, or %x13/4" Titen Masonry Screws for a concrete wall. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson 14 X 11/2" SDS screws (provided with the part), and fastens to the wall with 1 /4X2%" Titen Masonry Screws. Allowable loads are shown in Table 2. 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 2of13 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'/ 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 51/16" 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 loads 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 10dx11/2" 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 10dx11/2" nails. They are embedded in the masonry or concrete wall to a depth of 4% inches. The strap portion of the anchor is 1'4" 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 loads 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%" wide for use on 1'h" and larger members. They are installed with 10d common nails to the wood and either 1/4x2 %" Titen Masonry Screws to masonry, or '/4X13/4" Titen Masonry Screws to concrete. The MSTCM Strap is 3" wide for use on doubled 2 -by or single 4 -by and larger members. They are installed with 16d sinker nails to the wood and either %4x21 %" Titen Masonry Screws to masonry, or '/4x13/4" Titen Masonry Screws to concrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness as specified in Table 4. The galvanized coating complies with the G90 requirements of ASTM A653. Masonry strap fastener schedule, dimensions and allowable loads are shown in Table 4. See Figure 7 for additional details of wood to masonry straps. 4.9 FGTR, FGTRE, FGTRHL, FGTRHR Face Mount Girder Tie Down. The FGTR is 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' /2" 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 loads 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 1/2" deeper than the specified Titen HD length. The SDS screws are installed best with a low - speed' /2" drill and a 3/8" 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 Fir -Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce - Pine -Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp Common Nail Pennyweight Nail Shank Diameter (inch) Fyb (psi) 10d 0.148 90,000 16d sinker 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure - preservative treated wood shall be 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, f c - 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 7/29/02 HGAM10 F1 Direction H046 3/25/99 HGAM10 F2 Direction H141 6/22/99 META Uplift 02 -3674, 02 -3802, 02 -3861, 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 -3802, 02 -3861 6/4/02, 6/8/02, 7/24/02 HETA Uplift 02 -3803, 02 -3862, 04 -4676 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, 02 -3863, 04 -4674 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, 02 -3862, 04 -4676 6/10/02, 7/26/02, 2/8/04 HETAL F1 D793 3/17/94 Page 5 of 13 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 Toads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable Toads 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 loads 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 given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate /Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate /Allowable Lateral 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, Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. Notes: 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 lbs (DFUSYP) & 170 Ibs (SPF). 3. HGAM10 allowable F1 load shall be 1005 lbs (DFUSYP) & 870 lbs (SFP), and allowable F2 load shall be 1105 lbs (DFUSYP) & 950 Ibs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2'/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 Figure 3 Typical HGAM10 Installation Simpson Strong -Tie TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS No. Ga Length (in.) Fasteners Allowable Uplift Loads (180) Truss /Rafter CMU (Titen) Concrete (Titen) ern Southern Spruce-Pine-Fir Pine /Douglas Fir - Larch MTSM16 16 16 7 -10d 4- '/4x2'/4 411/4x1% 875 755 MTSM20 16 20 7 -10d 4- '/4x2'/4 4- '/4x13/4 875 755 HTSM16 14 16 8 -10d 4-%x21/4 4- '/4x1% 1175 1010 HTSM20 14 20 10 -10d 4- '/4x2'/4 4- '/4x13/4 1175 1010 HM92 18 - 4 -SDS1 /4X1'/4 5 - %x2% 5- '/4x1% 805 690 HGAM103'6 14 - 4- SDS%X1V2 4- '/4x2'/4 4- '/4x2'/4 850 850 Notes: 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 lbs (DFUSYP) & 170 Ibs (SPF). 3. HGAM10 allowable F1 load shall be 1005 lbs (DFUSYP) & 870 lbs (SFP), and allowable F2 load shall be 1105 lbs (DFUSYP) & 950 Ibs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2'/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 Figure 3 Typical HGAM10 Installation Simpson Strong -Tie H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor for Masonry Page 1 of 5 H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor for Masonry The Hurricane Tie series features various configurations of wind and seismic ties for trusses and rafters. The H1 OS provides a high capacity connection from truss /rafter to wall. Also suitable for wood -to -wood applications. The HM9 is designed to retrofit roof truss /rafters for block construction. The HM9 hurricane tie provides high uplift and lateral capacity using Simpson Strong -Tie® concrete fasteners. The presloped 5/12 seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various truss heights up to a maximum of 13 1/2 ". Minimum heel height for H16 series is 4 ". The new LTA2 is an embedded truss anchor for grouted CMU and concrete walls that develops high loads with shallow embedment. Designed for 2x4 minimum truss chords, the LTA2 resists uplift and lateral loads parallel and perpendicular to the wall with a minimum heel height requirement. Features: www.strongtie.com Load Table Gallery of images Code Reports Drawings Catalog Page Related Categories Technical Bulletins Fliers Help for downloads • Simplified design of the embedded portion allows for easy positioning close to rebar • Ideal for anchoring trusses running perpendicular or parallel to the wall • Embedment line stamped on part simplifies installation and helps avoid installation errors Material: See table. Finish: Galvanized; see Corrosion Information. Installation: • Use all specified fasteners. See General Notes. H Ties: • Connectors attached using hex head Simpson Strong -Tie® Titen® screws. • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the course. • Hurricane Ties do not replace solid blocking. LTA2: • Whether in grouted CMU or concrete, the LTA2 must be embedded to the depth of the embedment line stamped on the part. • A minimum of one horizontal #5 rebar is required at top of concrete or in the top course of grouted CMU. • For parallel -to -wall applications, install the LTA2 with flanges facing the center of the wall. Minimum edge distance of 1 1/2" required. Gallery: roil over images below to see larger image a. top http : / /www.strongtie.com/products /connectors /H- LTA_MASONRY.asp 9/8/2011 H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor for Masonry Page 2 of 5 H1OS t.7 A2 H16 (H16 -2 similar) HGAM10 roll over images below to see larger image Typical H1OS LTA2 Perpendicular Installation to Wall Installation HM9 LTA2 Parallel to Wall Installation Moisture barrier not shown (Typ.) 1. 2. 3. H16S Installed ink; HGAM10 Installed HM9 Attaching Masonry into Masonry Truss to Masonry http://www.strongtie.com/products/connectors/H-LTA_MASONRY.asp 9/8/2011 H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor for Masonry Load Table: See code report listings below Fasteners Model No, H9 b1KT�._ HGAM10KTA- HIOOS LTA1 To Rollers/ Trues To To Grit neiet Page 3 of 5 ,.top SPF1HF Alta rihIleLoa1Bsu 1.1191114 Lateral F2 3T 1-,,,, a 4 -SDS +`a''xl•h` 5 »i 2ra TBteei 5 -Ylx, Then 595 425 2 14 4.91)8 8 10i 11t 61t1 725 7' ',�3'x1 >�` �- 1 ?�ix t' �a T11�n d• r'�x1 �, Ti1�n `8 1`= 11 88tlx1:, 2-29:4 Taw 2- "i°tx4 Men HD 1185 — — 915 j --.- h an[inn 4- S i +!.T r H16 1116 -2 H16-29 11 " " "1el 210[1x1': Fi- x2:"iTiten B- ';<x1. T n 1470 - -- — 126 2-10dx116. 6= ,142 14 Ttiten 0 lax1 T '14. i 1265 1 --- , .................... . 2-100x11, f -- -x2 , =.ten 6 '' x1 . Tltert 1470 — — 1265 2 10dx1" 5-'4x2.# "titan ;7x1 °x Tritell l 1470 1265 1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2 1/2" must be used when framing anchors are installed on each side of the joist and on the same side of the plate. 3. The HM9KT and HGAM1OKTA are kits with (20) HM9 and (10) HGAM10 connectors packaged with Simpson Strong -Tie® Strong - Drive® SDS screws and 2 1/4" and 2 3/4" Titen® screws respectively. (1 3/4" Titen® screws for concrete installations sold separately.) 4. Minimum edge distance using Titen® screws is 1 1/2 ". 5. See Titen® screw information. 6. Table allowable loads were determined using test ultimate /3 or fastener calculation values. 7. Products shall be installed such that the Titen screws and Titen HD® anchors are not exposed to the weather. 8. HGAM10 F2 loads are for forces into the connector. See illustration 2 for loads away from the connector. 9. LTA2 allowable uplift on SP is 1425 lbs. for perpendicular to wall installation and 1390 lbs. for parallel to wall installation. 10. NAILS: 10dx1 1/2 = 0.148" dia. x 1 1/2" long. 8dx1 1/2 = 0.131" dia. x 1 1/2" long. See other nail sizes and information. Code Reports (PDFs): H HIOS H16 H16-2 H16-2S HI 6S HGAMI OKTA HM9KT LTA2 next atop LEGACY REPORTS IAPRAO ES ICC -ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC -ES NER ICC -ES ER ICC -ES ES ER ER -112 See specific model numbers for code listings. RR25814 FL11478 FL11470 FL11470 FL11470 FL11470 FL11473 FL11473 FL13904 Drawings: To download drawings, right -click or Ctrl -click on the link, then choose "Save Target As..." . next ..top Download the Simpson Strong-Tie" AutoCad® Menu which allows you to insert Ortho views directly into your AutoCAD drawing. http://vvww.strongtie.com/products/connectors/H-LTA_MASONRY.asp 9/8/2011 H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor for Masonry Page 4 of 5 ORTHOGRAPHIC PERSPECTIVE H None for this model None for this model H1OS: DWG] DXF High Wind- Resistant Construction D116: Load Path Installation Considerations: H1OS front view: DWG] DXF Overlapping Connectors: Solution: DWG 1 DXF H1OS H1OS left view: DWG 1 DXF High Wind- Resistant Construction D18: Post Installed Truss /Rafter To Masonry/Concrete: H1OS right view: DWG 1 DXF DWG' DXF High Wind- Resistant Construction D34: Truss /Rafter to Stud: DWG 1 DXF High Wind- Resistant Construction D18: Post Installed Truss /Rafter To Masonry/Concrete: DWG 1DXF H16 None for this model High Wind- Resistant Construction D32: Truss /Rafter Hip To Single Top Plate: DWG 1 DXF High Wind- Resistant Construction D5: Girder/Truss to Wall Framing: DWG 1 DXF H16: DWG 1 DXF H16: DWG 1 DXF H16 -2 None for this model H16 -2: DWG] DXF H16-2S None for this model None for this model H16S None for this model H165 On Concrete Wall: DWG 1 DXF HGAM10 None for this model Gable End Wall Connection: DWG 1 DXF HGAMI OKTA None for this model High Wind- Resistant Construction D103: Gable End to Wall Framing: DWG 1 DXF High Wind- Resistant Construction D18: Post Installed Truss /Rafter To Masonry/Concrete: HM9 None for this model DWG 1 DXF HM9: DWG 1 DXF HM9KT None for this model None for this model LTA2: DWG 1 DXF LTA2 front view: DWG! DXF LTA2 LTA2 left view: DWG 1 DXF None for this model LTA2 right view: DWG 1 DXF LTA2 top view: DWG 1 DXF Catalog Pages (PDFs): a, top C -2011 (Wood Construction Connectors), page 159 -page 160 Order free catalogs by mail Related Categories: High Wind Resistance Mood Construction) Hurricane Ties - Concrete and Masonry mood Construction) Seismic and Hurricane Ties (Wood Constr�3t :t nr � Strap Ties (wood Cr,nstruction) Earthquake /High Wind for Home Products Straps and Ties - Masonry (Wood Constructor,, Truss Anchors - Concrete and Masonry (wood ConsI:uctk)n) Straps and Ties (Cold- Formed Steel) Masonry Connectors (Cold- Formed Steel) Truss Connectors (Cold- Formed Steel) Technical Bulletins (PDFs): . top atop Connection Solutions for Cantilevered Floors TruespecTM Nail Identification System Applications with Halsteel Fasteners Expiration extended to 6/30/11 EZ CODETM Nail Applications with Air Nail Fasteners Applications with Bostitch Metal Connector Fasteners Expiration extended to 6/30/11 Hitachi Strap Tite Nail Applications with Hitachi Fasteners Positive Placement Nail Applications with Paslode Fasteners Expiration extended to 6/30/11 http : / /www.strongtie.com/products /connectors /H- LTA_MASONRY.asp 9/8/2011 H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor for Masonry Page 5 of 5 Connectors for Florida Hurricane Mitigation Retrofit When Re- Roofinq Fliers (PDFs): ICF Connectors LTA2 Lateral Truss Anchor estop Need help with downloads? rtop Printed September 8, 2011 from http: / /www.strongtie.com/ products /connectors /H- LTA_MASONRY.asp © 2011 Simpson Strong -Tie® http: / /www.strongtie.com/ products /connectors /H- LTA_MASONRY.asp 9/8/2011 New Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. f' 11°-1 2-5 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: City: Tenant/Lessee Name: sEP (s i. 2011 Y :..°,......,,, °..°°°°.° ROOFING /40t, j_ d' State: � zip: 333 ,Phone #: —10 15 `Phone #: Email: JOB ADDRESS: g id t2 City: Miami Shores 1 County: (2�� a, 01-9c, Is the Building Historically Designated: Yes NO tf Folio/Parcel #: Miami Dade Zip: 33j3,i Flood Zone: CONTRACTOR: Company Name: Q 4x L. *� t Phone #: Address: � I City: ,.' Gat i I t State: ` Zip: 3 3 131✓ Qualifier Name: „C elf 3 Phone #: 67 Q = 7 -.16 1 State Certification or Registration #: C f Certificate of omp tency #: • - 1 L.� Contact Phone #: Email Address DESIGNER: Are tect/Engineer: Value of Work for this Permit: $ Type of Work: DAdditi Descrip 'on of Work: OAlteration �r 411 • Square/Linear Footage of Work: New /epair/Replace 1L MA 4o' 01 - . .,-. ODemolition f; p, ****: x* ***x: x: x: ***** *x: ** ******************Fees***** ::********* ** *** ************* ********** o� Permit Fee $ )tj 0 CCF $ CO /CC $ Submittal Fee $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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, BOTLRRS, 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 exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be aiproved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The f %. egoing instrument was acknowledged before me this day of I «- , 20 , by Lf V(� j i Ot (.( , day of , 2(/l , by fGi/ S p D i,l c- , who is person y known to me or who has produced who is perso ly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: :ALLA Print: ir -bAATF, OF FLOZ114 My Commission Expires: Sandra D. Han Commission 0D 92, WM MO= WIDOW ca.rtzt **** * * **** * ******** **,B* APPROVED BY NOTARY PUBLIC: Sign: Print: My Commission Expires Mar .1111C-SIATE OP Fikaux dra a Hart Conmisaion 4/DD0673 Expires: tom. 02, 2012 )'t'Sric,fi",ajFT1aL'!'4'*��xr� ********J ******************************************** **************** ************ *** Q4/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE J POSTED OSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. tl� !� J (O , . TAX FOLIO NO. / / 3 2 0-5- a ? 'd STATE OF FLORIDA: COUNTY OF MIAMI -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: 9_4_ 2. Description of improvement: 1 111111 11111 1111111111 11111 11111 11111 1111 1111 C1= N 201180576673 OR Ok 27807 Ps 1295; (fps) RECORDED 08/29/2011 12 :15 :019 HARVEY MIN? CLERK OF COURT II I Af1I --DADE COUNTY? FLORIDA LAST PAGE pace above reserved for use of recording office 3. Owner(s) name and address: Interest in property: 0 IA' Name and address of fee simple titleholder: 4. Contractor's n. e, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ r� WON /4°4' 6. Lender's name and address: STATE OF FLOP,T2A COUNTY O E P L E 7. Persons within the State of Florida designated by O,l i ttjlo� utit�nn a1c�t L p pcuments mad+ ery provided by Section 713.13 (1)(a)7., Florida Statutes, oriyir .:,: d in c r , „US_ o . ri ,AUE 8. In addition to himself, Owners designates the folloviif15 t M{ M:4664iy 4 G, a: t ad iengl; Nct pr v d� an Section 713�13(1)(b), Florida Statutes. gy .d • 14// D C Name, address and phone number Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner {s)' Authorized Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing igs,.rument was a knowiedged before me this e dividually, or/ CI as Personally known, or L Nj�3Fr�-c yvcs Officer /Director /Partner /Manage Prepared By Print Name Title /Office talgt(g)JL, at 9- L (.? 2 3 day of at.An for ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. art pl : G2• 201. vary =ANTE zIMV:140 esa. rx Signature(s) of Owner(' or Owner(s)'sAt>,thorized Officer/Director/Partner /Manager who signed above: By 123.0132 / -f ri By CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # from b e ADDRESS: FOLIO NUMBER: 1 ( 3)5 0%47059° FL BASE FLOOD ELEVATION: OD ZONE: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed) / 1, VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: DATE: 08/3///1 PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: Miami-Dade My Home Page 1 of 2 My Home Show Me: Property Information Search By: Select Item Text only j Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11-3205-027-0590 Property: 9215 N BAYSHORE DR Mailing CITY NATL BANK OF Address: FLORIDA Living Units: C/O ROBERT P FRANKEL & Adj Sq Footage: ASSOC PA Lot Size: 25 WEST FLAGLER ST #900 Year Built: MIAMI FL $50,000/ 33130- Propertv Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 2 Living Units: 1 Adj Sq Footage: 3,600 Lot Size: 13,861 SQ FT Year Built: 1976 $50,000/ 5 53 42 BAY LURE PB County: 44-63 LOT 6 BLK 4 LOT Legal SIZE 83.000 X 167 OR Description: 19152-0772 06 2000 1 COC 23767-1207 08 $25,000/ 2005 1 Assessment Information: Year: 2011 2010 Land Value: $792,267 $693,050 Building Value: $562,129 $476,950 Market Value: $1,354,396 $1,170,000 Assessed Value: $1,354,396 $1,170,000 Exemption Information: ME111 2011 2010 riiitna $25,000 $25,000 nd Homestead: ExTeamxapbtiloen/ YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: ExTeamxapbtiloen/ Exemption/ Value: Value: Regional: $50,000/ $1,304,396 $50,000/ $1,120,000 $50,000/ $50,000/ County: $1,304,396 $1,120,000 City: $50,000/ $1,304,396 $50,000/ $1,120,000 $25,000/ $25,000/ School Board: $1,329,396 $1,145,000 Sale Information: Aerial Photography - 2009 0 117 ft My Home 1 Property Information 'Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 'Phone Directory 1 Privacy 1 Disclaimer 211111..7.7". If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site 2002 Miami-Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property Street Highway Miami-Dade County Water 8/24/2011 • Waled ,5044404 MOW Ve ee 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 • OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: /J /5 `,Aa741 b/z- Roofing Permit Number: Dear B ilding icial: - certify that I am not required to retrofit the roof to wall con ctions of my building because: 0 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade )/Vr'S can,befq-- Print Name 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 2 3 day of rill VP OF FL� Sandra D. Fp, l 'o Notary Public, Sate of Florida at Large Ant 01,!013 A ems.t • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300.000.00. and the building was not constructed with :f3 c; or a 1994 SFBC. Then you must.provide a building application frorn a General Contractor for the Roof to Wall connection Hurricane Mitigation. Parcel Owner Report Parcel Number: 1132050270590 Block: 4 Lot: 6 9215 N BAYSHORE Drive Miami Shores FL 33138- Tax ID: 1132050270590 Owner Information RAMIRO DEL ALMO Phone: RAMIRO DEL ALMO Phone: (305)772 -6820 Current Owner: No Current Owner: Yes Related Permits Dock Driveways /Sidewalks /Slabs Electrical - Residential Fence/Wall Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Paint Re- Occupancy Retaining Walls /Seawalls Roof Roof Roof Permit Number DOCK -5 -06 -1230 DS -12 -05 -1300 EL -8 -11 -1590 FW -1 -06 -231 BP2005 -1290 BP2004 -879 R02005 -188 EL2002 -119 EL2004 -319 PL2004 -181 BP2003 -356 PT -5 -06 -1146 REOC -7 -11 -1198 WSW -12 -05 -1249 RF -10 -10 -1752 RF -6 -07 -1365 RF -9 -11 -1625 Application Date 05/11/2006 12/22/2005 08/30/2011 01/30/2006 09/06/2005 06/25/2004 08/22/2005 04/04/2002 11/12/2004 06/25/2004 03/03/2003 05/02/2006 07/06/2011 12/16/2005 10/04/2010 06/29/2007 09/01/2011 Expiration Date 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 08/06/2011 01/01/2999 04/11/2011 01/01/2999 01/01/2999 Status CLOSED CLOSED APPLIED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED EXPIRED CLOSED APPLIED Friday, September 2, 2011 Page 1 of 1 4,3`x,80 100,00 141460 1 1-7,401vED nil 19 This Instrument Was Prepared MARIO D. CARBALLO, ESQ. 25 West Hagler Street Florid8 33130 SPECIAL WARRAIM DEED Page 2 of 5 tR--ItpzS . THIS IDENTURE made this deo; of July, 2011, by and between cry NATIONAL BANK OF FLORIDA, with an address of 25 West Hagler Street, Mtarni, Florida 33130, Grantor, and COLUMBO INVEST, LUC, a Florida limited liability company, with in addre&s cif 9215 Bayshore Drive, Miami Shores, Florida 33138. (rantee. WI TNESSETH: GRANTOR, Cor and in consideration of Ten and No/ 00 ($10.00) Dollars and other good and valuable considerations, receipt and sufficiency of which is hereby rieknowledgeA, hereby grOnts, bargains, sells, aliens, remises, conveys and confirms to Grantee, the follom.,inp, described and situate and being in Miami-Dadc County, Florida: Lot 6, Block 4, of BAY LURE, according to the Plat thereof, as reenreld in Plat Rook 44, Page (.33, of the Public Records of Miami- Dade County, Florida. TEM COTO/MANCE is subject to 1. Conditions, mstrictions, easements and limitations of record, 2. Real Estate Taxes for the year 2011 and subsequent years. TOGETHER with all tenements, herenitaments and appurtenances hereunto beionging or in anywise appertaining. TO HAVE AND TO HOLD the same in Ire Simple forever. GRANTOR hereby covenants the Grantee that it is 1,awfully seized of said land ire fee simple, that U ba s. good right and lawful authority to se/1 and convey said land, that it hcrebv warrwits the 1 1c n) said land and will deiond Friday, September 02, 2011 AOL: Guest the sane against the lawful claims of all person claiming by, through or under G rantor, IN WITNESS WHEREOF, the Grantor has hereunto camsed thcsc presents .,a-fe,,teeuted the day and year firm above written, .7-- Si -led, sealed;rn ifeemd the pr -erKe 1 r . , f tt ,,,--1 ,"7 Name: ALLEN L. MERKUR T,..tte: Mtinaging Senior Vice President CITY NATIONAL BANK OF FLORIDA STATE OF FLORIDA COUNTY OP MIAMI-DADE The foregoing document was ..,icknoi.kleoged before me this; 21!-`, day of ,July, 2031, h, ALLEN L, MERKUR as Managing Senior is President f (it NATIONAL BANK OF FLORIDA, %-vho is personally known to me or who has produced a.s-Litientietition. My commission expires: CALI-COLUM.EW i'4VEST-..Dr... ED Notary State 1E5SICA Ofiald ry PAU; - St4t0 F1014-1 Eons he 15, rat$ cileetlg,n* EE 6414/2 Parse 2 Le 2 sept. 2011 a 14:39, Obenourroofino(aol.com a ecrit Good Morning, da Friday, September 02, 2011 AOL: Guest Page 3 of 5 Page 4 of 5 The permit is in for processing now. The bldg. dept. needs to see some type of proof of ownership. So if you could email me that and I will drop off. As far as start date goes. I am not sure, these last 2 weeks have been raining and has but our schedule behind but I will try to get an estimated starting time. Thanks, Sandy In a message dated 9/2/2011 2:16:17 A.M. Pacific Daylight Time, ylsport2010(cgmail.com writes: Hello Sandy, When are you expecting to start working on my roof? Yves Le 24 aout 2011 a 15:14, Obenourroofing @aol.com a ecrit : Attached is the other document needed for bldg. dept. If you have any questions please let me know. Sandy In a message dated 8/24/2011 5:39:25 A.M. Pacific Daylight Time, vlsport2010(a?gmail.com writes: MISTER OBERNOUR PLEASE DO NOT FORGET I WILL NEED FOR THE INSURANCE A COMPLETE ROOF INSPECTION WHICH YOU SHOULD BE ABLE TO PROVIDE ME .. REGARDS YVES PLEASE DO NOT FORGET I WILL NEED THE Le 1 aout 2011 a 14:29, Obenourroofinqaaol.com a ecrit : Mr. Lambert, Good morning, I am in receipt of your E -mail and I will be available to meet you on the 16th. I will be at the residence at 11:OOam. Thanks again, Jim Obenour In a message dated 7/31/2011 12:22:44 P.M. Pacific Daylight Time, vlsport2010(ciomail.com writes: Hello James, Can we meet the 16th August around 11 am for final details on your offer.. Regards Yves LAMBERT Le 22 juil. 2011 a 14:36, Obenourroofingtc'Daol.com a ecrit : Friday, September 02, 2011 AOL: Guest Page 5 of 5 Good morning, Please find our attached proposal for your residence. Wednesdays email came back to us, with error. Sorry for the delay. If you have any questions please contact our office, Thanks you, James D. Obenour -Pres <lamb 001.pdf > <Iamb 002.pdf > <lamb 003.pdf> <MS Lambert 001.pdf > <MS Lambert 002.pdf > <MS Lambert 003.pdf > <MS Lambert 004.pdf> Friday, September 02, 2011 AOL: Guest ROOF ASSEMBUES AID ROOFTOP STRUCTURES P-6\ Florida Building Code Edition 2007 ® High -V Ity Hurricane Zone Uniform Permit Application Form. Section A (Gerieral Information) 5 Master Pe It No. // d }�_ Roof Pe it No. m Contracto 's Name (� C�!�' E 'aci , 0 /i, 2 4. / �I /r < / SA € 7X, $7,E." 4, Job Addr � ❑ New tu rr iimm ice' 72‘;(/' MPLIANCE WITH ALL FEDERAL 5 ® a Low Slope ❑ Mechanically Fastened Tile ® Mortar /Adheoiv StTfle® Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shing hakes z Shingles a Z O ❑ Prescriptive BUR -RAS 150 ROOF TYPE oof ,Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope R6of Area (SF) Sketch Roof Plan: Include dimension parapets. 15.32 Steep Sloped Roof Area (SF) 0 W STATE AND COUNTY RULES AND REGULATIONS 0 Repair ❑ Maintenance PX Total (SF) Section B (Roof Plan) iustrate all levels and sections sections and levels, clearly , identify dimensions of pressure zones and location of /1 '24 53 93 FLORIDA BUILDING CODE — BUILDING CITY OF PLANTATION ROOF ASSEMBLIES D ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section n (RtPpp,Sloped_Bortf Systpm) Roof Syltem Manufa rer: / A 4: A , Notice o Acceptance Number t7, , 0 Minimu Design Wind Pressures, If Applicable (From RAS 127 or Calcula ons): „ PI: LP ' u ' P2: /4.5- 7 P3: Maxim4i Design Pressure (From t e Prod t A royal Specific System): 'Roof Slope: L3 : 12 Steep RInped Roof System Decrriptinn r-- Deck Type: \\Type Underlayment: I (45,1--144 A 22,‘ kigo Ridge Ve ation? Insulation: Fire Barrier: 4c";i9A7P74/4-11-4. /31E1r 4,1 Mean ft of Height: / Fastener Type & Spacing: Adhesive Type: L Type Cap Sheet: \ Roof Covering: e /a/ A \Type & Size Drip Edge: /Air j t 26. et, piL FLORIDA BUILDING CODE — BUILDING Fo ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Sectinn F (Tile CRIciiIitions� Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mt- values are greater than or ral to the Mr values, for each area of the roof, then the tile attachment method is acceptable. y, 1 "Moment Based Tile Calculations Per RAS 12T' 4 (Pj: d ,x 3. >�1`• _ >0 �) - Mg: I • a 3 = Mrt 1.0 {' Product Approvtd 1(e— Meth �s V x � t/1 ∎1 ,� d ) - M el) = M Ie .S/' Product Ap)SOVaI Mr "t '1. 1 R (P2. (P3:'! )� ` x T1-175. 8• s, r2 r t_I) Mg: .6 / = Mr3!y° J )'t Product Approval Mr i J.4t Method 2 "Simplified Tile Calculations Per Table Below" ired Moment of Resistance (Mr) From Table Below Product Approval Mt- Design Pressure Mr re • uired Moment Resistance* RAS 127 Table 1 or by an eneinee in analysis prepared by PE based on ASCE 7 Mean Roof Height • , Roof Slope ,4 15' lob Site lob Site 20' 25' 2S 30' 40' l Aerodynamic Multiplier • Product Approval Restoring Moment due to Gravity M 8 Product Approval Ply Attachment Resistance 3:12 322 34.4 38.0 37.4 39 -8 ettuired Minimum Attachment Resistance 4:12 30.4 32-2 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34 -9 6.12 26.4 2R_0 99 4 3115 324 7:12 24.4 25.9 27.1 28.2 30_0 + Fe ft ust be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greaterthan or equal to the Fr values, each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P11: (P3: x L — x w: _ - W x cos 0 = Frt Product Approval F x L — x w: _ ) - W x cos 0 = Fr2 Product Approval F' — _� - • x cos B = F; Product Approval r trig: x L x -• - r Where to Obtain Information D cription Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an eneinee in analysis prepared by PE based on ASCE 7 Mean Roof Height H lob Site lob Site JI Roof Slope 0 l Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity M 8 Product Approval Ply Attachment Resistance Mt Product Approval Moment Resistance M& Calculated ettuired Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Product Approval Average Tile Weight W Tile Dimensions L = length W =width Product Approval Al ,calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING IP 4 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 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 Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which c result in extending the service life of the roof. Ow - gents Signature Date Revised on 7/9/2009 LD Contraht'or Signature Date MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (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 Dimensions MonierLifetile LLC 1 = 17" Saxony 900 w = 13" 1- 5/32" thick Slate 1 -9132" thick Shake & Split Shake Trim Pieces 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, interlocldng, 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 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 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 Table 2: Aerodynamic Multipliers - A, ft3) Tile a, (ft) X (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restorin • Moments due to Gravi - M ft-lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 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 - Mt (ft -Ibf) for Nail -On Systems 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 M1 (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile The 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' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProT"". 4 Medium paddy placement of 24 grams of PolyPro'"". 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' 43.96 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page5of7 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) LOCA'rEP 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 Page6of7 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: 04/26/12 Approval Date: 09 /07/07 Page 7 of 7 MIAMS 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.mlamidade.govibuildinst/ 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 AH160 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- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 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® AH 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 AH 160 Dimensions Test Specifications N/A TAS 101 Foamprou RTF1000 N/A ProPack® 30 & 100 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 1.6 lbs. /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. M AMEDADE 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 NamelRenort 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 0I- 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® AHI60 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. _W 2 F' MS aneu4I.DADe COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 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 Foamproo 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 ProPaokk 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/ s an 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. loAD COUNTY APPROVED • NOA No.: 11- 0124.04 Expiration Date: 05/10112 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Fascia Rave course only: Keep adhesive approx. 4 in. up from weephoie8 Nail through plastic cement Underlaymenl Paddy (Beneath Vie) 10 In. EaysCouns Ears Keep adh a pprox.4ln.up fromweepholos MIAMIDADE GOUTY APPROVED Fascia Rave Closure Nei through plastic cement Underlayment Paddy (Beneath Tile) 10 in Sin Ram Course Fave Nurse only: Keep adhesive approx. 4 in. up from weepholes Fascia Wmpholo Bove closure Brlp edge 1) Place enough adhesive to achieve 17 to 73 Deeppit hoppior square InchasIn tented with the pan We stomp pltdrappdceUons T1 n Frsodg o ha o I From outstrip e cover adhesive Then install the tga. Nal through dole cement Undorlayment 1 Rem lop porno of the oavo course covet Ula. Abut to Second course of pen flies. Ensure oave end of pan and cover tiles rue flush at cave line. Rave closure Weephole Fescla (mortar shown) Sheathing Optional Pent.* Mortar on longitudinal edges oftlle 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 Nall through plastic cement tinderlayment Paddy (Beneath Tile) 7 in: Eava Course MJAMFDADE COUNTY APPROVED Fascia Eava 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 plastic cement Paddy (between tile) Paddy (under tile) 3 in x3in. Single paddy on under - layment Single paddy under We Single paddy on top of Ole e course In. X7 In. medium size paddy save Fascia course only MIAMI•DADE COUNTY APPROVED Nall through plastic cSingle paddy under tile Underlaymant cement � Single paddy between tile 1 2 In. x 71n. medium site paddy eave course only t In.x 3 in. 41n. Single paddy on under - layment Single paddy on top of tile terse Fascla Weephole Eave closure Drip edge Nall through plastic cement Single paddy under tile Single paddy between Ole Single paddy on undorlayment In.x 3 In. Single paddy on top of tile Ewe Course EaveClosure 2 In. x 7 In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 MIAMID COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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.miami dade.tov/buildins! 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: Polystiek MTS, IR -Xe, TU, TU Plus and TU P 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 #09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. MIAMIDAD !! NTY APPROVED NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 1 of 6 ROOFING COMPONENT APPROVAL Cate¢orv: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 . Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'343" 60 mils thick Roll: 65'8" x 3 °3'/8" 80 mils thick and 67" x 36" 80 mils thick Roll: 32'10" x 3'3-3/8" 100 mils thick Roll: 65'8" x 3'3 34'> 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL MIAMICADE eke NTY APPROVED A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Affencv Test Identifier Exterior Research & Design, LLC #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 Trinity I ERD #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI Asphalt Technologies PRI01111 PUSA - 005 -02 -01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSH- 033 -02 -01 PUSA - 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 Momentum Technologies, Inc. JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM .D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14101 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01 /12 /06 12 /10/07 06/30/08 07/06/09 04/01 /08 11/09/09 02/18/10 02/18/10 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more piles of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -%x" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. MIAMICADE COUNTY APPROVED NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus TU P Fiat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance. with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 6 Rooting Tiles (6 Max. Per Stack) 12 NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below, MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clever" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. AlI fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and /or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch /slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 W' /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum. of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMIOADE COUNTY APPROVED NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 6 of 6