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1135 NE 100 St (7)MIAMI SHORES VILLAGE n r_ BUILDING DEPARTMENT 1 305- 795 -2204 Bui dinnInspection Request Date I h U TypeInsp'n 1 le iIA 9roore5 Permit No. l J cO 3 -- q,5 1 / Name 1R0 r&6 UT aL r Address 1 135 1 " �/ E 100 T T 5+ Company i4Wa1 ek d + As Phone # 505 ' gq_I ell Inspection Date 1111 Approved Correction ❑ Re-Insp'n Fee ❑ Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. e;e0 (g& Name V I I45 \v''�\ 11 ?)5 N 1c05 Address `/`� Company r� ) -3 31 I e 1 Inspection Date ) 1 Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE 1 BUILDING DEPARTMENT 305- 795 -2204 Buils'ng Inspection Request Date ` Type Insp'nTIaeS Vt I Shen IT7c Permit No. O gC,J`f Name Address 1 / 3 C NE 1/00 al- i- Compan Phone # Inspection Date 10 Approved ❑ �• 0 1 Re-Insp'n Fee L Te 14/k C. re., c 1 . ajC60 S' pc.) 7(-A e ).C' U e ar ter 5' -a-3 / /88 011. e •� S • `41 .a- l Lc. Plea, c .o 0 i I F S ( t 71-7 1 j 4 !v --c MIAMI SHORES VILLAGE �� BUILDING DEPARTMENT \\ 305- 795 -2204 Bujlding Inspection Request Date 3 Type Insp'n Ci 1, Permit No. 1 l (x) 2 J `� • Name ( O05 Is L � ()\-C_ Address l' U Company n Phone # Inspection Date Approved ❑ Correction Re- Insp'n Fee n/-v / 91e4.- o� cie`16 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date' 12. Type Insp'n 54 I ^� V Permit No. B ? 7003 - q5 Name 2 Address ,O Company Phone # Inspection Date 4I2q Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE 1 -- BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date '11 zc - Fi0 ©l Type Insp'n G ( • e t2/24. 4,v Permit No. OF 1203 - q I S `"I Name (JJQ IIlJJJ ,I 1V Address 1 O/�1 c et (sCp-i vQz., u3 Company '() Phone # Inspection Date ` I - 17.3 - Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Requek0 Date Type Insp'n / 9�/ $1■61' 1 Permit No. 6P 3-- qSq Name Address 1)3 5 .-u-2 Company Phone # Inspection Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT c p 305- 795 -2204 N Building Inspection Request Date e t\t\61 . Type Insp'n C i14( le Jt2i 7� Permit No. 6P 0, ?5f Name 0"e Address G` 75 .4C - at) Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Leksjft\og /Lc) pLiv,VeAmcf-- -/-hpos-e-b, /1/0 Z7C8 MIAMI S ORS VILLAGE grO3 BUILDING DEPARTMENT 305- 795 -2204 B-� •ldi Inspection Request Date 7 I G nn Type Insp'n71 <.T1 Permit No. 61 GJ� Name (IUe ^ /�/� Address 113 S N6 loos- Company J Phone # Inspection Date Approved Correction Re- Insp'n Fee Phone # Approved Correction Re -Insp' n Fee L CIO MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /1 G/05 Type Insp'n +1 Ytq new BP Permit No. P03 - 95 Inspection Date O6 / 1 /v5 Name ThOmQS W n3j Address 1 CO 1 5 Gay V) t 11\id Company ( Q,) 41 - I q S8 CA-QA/u ri-04v\. 5ti A LItv �, LU1 MIAMI SHORES VILLAGE r3� BUILDING DEPARTMENT `f 305- 795 -2204 Building Inspection Request Date - 7/1 Z Type Insp'n T(g., F)ea r1 W? tl Permit No. BR73 -954 Name U■PnS )oe Address 1 1 ICC) S4- Company Oil-WEE- Phone # Inspection Date 7'I Approved Correction Re- Insp'n Fee ❑ 32A 6-449-CLD MiZAZ. a944424 6 Ca' Cte_R CAStib 62-cA0 )2 - sties � 0,074e;,( . cyf MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ( I Z3 Type Insp'n R301 VQe2 . l∎2— "t I Permit No. IBpd — (S , rkl Address t )'` � J N\E i O O s'i-' Name Company CI L) N 'g . (n� G Phone # 1 &o = `1 (l - I "l � K Inspection Date Approved Correction Re- Insp'n Fee 2603 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �b B ?I 'Wing Inspection Request Date IIl Type Insp'n C1 I11 i /� t Ct t S Permit No. Name L n i. Address ! (3S a" (i I W 6/ Company Phone # Inspection Date Approved �� Correction Re- Insp'n Fee ❑ ctI MIAMI SHORES VILLAGE c BUILDING DEPARTMENT Building Inspection Request �TTpp 305- 795 -2204 Date Type Insp'n Permit No. ame Address Company Phone # 3 as - 3 L/ ) Inspection Date - 1. 6 r o Correction Re- Insp'n Fee ❑ Date 8/4 Jos Type Insp'n 1' no Roof Permit No. 6P03- t q b , Name hOYnC,) S WenS j DC Address " i\IE IUD st Company ka WC�i 1 e K Phone #)1S4 ^ o1 9 Inspection Date Correction Re-Insp'n Fee 60 0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 8 S o5 O , Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 rQ y , 26 lT -, 51 1lzeD 76 2 27 D e 52 1 77 3 28 53 — 7 8 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 _ 59 8 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 9 23 48 73 98 24 49 74 99 25 l 50 t / 75 100 SITE SPECIFIC INFORMATION Owner's Name. 710 Nob -3 \AJat46 ,)oe Job Address t 11 E l420 c' t- A t teu' v , C1 Roofing Contractor 1C-4 U -#/-lam v - 7-4204 14 - Type of Tile: Approximate Roof Height: 7, e feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 9. oao ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested 7- -D.j A i n ia. �uul IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT S BMI D BY: Civil Engineer: Lab Certification # 98- 0608.04 _P.E. State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 %/Ladder TEST RESULTS P = PASS, F = FAIL 7-a 7-e2r Permit # Project No 6470 fP2oo3 /76 G� g- o Fe Date Installed: Roof Pitch: " : t Z Other Sketch of Roof " - :iiiiiiiiiiiiiiiiiiiii n■■■ ■anrllmiamm\r\■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■■■ kotorminonnummemniummommi unrosimettommoommimmammimomm ril iallar Jr&"- IONIEA■ NEINIM\e\■■ ■ ■ ■■■■ 31111•EZEIMMEKSIMENIMIFASSIIIMEMIMMI 11■I[C!mrr 7\ ara \ \\■■■r ■ ®■ ismu m■ 11■[►iroa`dI II■rarrm■■■■■■rsi_ ■•■■■ 1111x 'matir■rmam■■ orr■r■ isenu ■I nium ■■■■`i■■k%rWl!\rMrrrr 7 ■ ■ fi r ■�li' 11'11■ ■fir ■ ■1 ■ ■I %►� /�`L�:`i/. %�itii� ■ ■ ■■NIL 11 ■ ■�( ITIln1 ■ ■101MWM111x0 ■1111MOI UI NrirtiMMFAMNSLIIIIII IIIi�r ■o /1 \►��r�i�r ■!' ►.�rlt� a�Cr.rJl� 1111[ n`%\rO►IIIIIIMEr■ ■■ ■ ■r■■■ ■■■I LL g 11 11 ,Notes:. ipt1 (.St t- S - ft; M.. & "OE T S�o�E•, 12. Job < lOo S'C., Sheet Number 2-of Z Contractor V) � . ?o ft e...)4 Checked By Scale Issue Date: 12/18/2003 Owner's Name: THOMAS WENSJOE Permit Type: Imported Permit Work Classification: New Job Address: 1135 NE Street NE Additional Information Fees Due CO /CC Total: Miami Shores Village, FL 33138- Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/27/2006 Contractor(s) Phone Primary Contractor Perm Type: Building Alpha Four: NEW CONSTRUCTION Alpha Six: SINGLE FAM Pay Amount: 131 Alpha Two: New SF Residential Alpha Five: Residential Pay Date: 3/8/2005 Pay Comments: PD CC In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work clone by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Amount $150.00 $150.00 Invoice Numb( imp - 12 - 05 - 22995 Total: Parcel #: Block: Section: NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION Tie Beam Bond Beam Trusses Plan Submittal Roofing Trusses Plan Submittal NEW CONSTRUCTION WINDOWS Wire Lathe WINDOWS Doors Insulation Drywall Final Building Final Building NEW CONSTRUCTION WINDOWS Driveway NEW CONSTRUCTION Footing Tie Beam Bond Beam Tie Beam Bond Beam Final Building TrlICCPC Plan Si hmifal r Wire Lathe Amt Due Framing $150.00 Framing Permit Status: APPROVED Permit Number: BP2003 -954 Phone: PARC2003 - 17 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 224,385.00 Amt Paid $150.00 $150.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • 8 150.00 REG rC01 121205 0925 IAC401 032479 CHARGE Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -1961 Printed: 7/29/2005 Applicant: THOMAS WENSJOE Owner: WENSJOE THOMAS JOB ADDRESS: 1135 ST NE 100 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # PARC2003 -17 Legal Description: Building Permit Contractor's Address: P.O. BOX 531051 Page 1 of 1 Fees: Description Amount FEE2003 -8405 Building Fee $300.00 FEE2003 -8406 CCF $6.00 FEE2003 -8407 Notary Fee $5.00 FEE2003 -8408 Training and Education Fee $2.00 FEE2003 -8409 Technology Fee $7.50 FEE2003 -8410 Scanning Fee $6.00 FEE2005 -10368 Revision $35.00 Total Fees: $361.50 Total Fees: $361.50 Total Receipts: $326.50 Permit Status: APPROVED Permit Expiration: 7/18/2006 Construction Value: $9,950.00 Work: SANTE FE SPANISH "S" COLOR THRU TERACOTTA TILE ROOF SYSTEM AUG 0 4 ND Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Tenant/Lessee Name BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Job Address (where the work is being done) City Miami Shores Villa e Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Training/Education Fee $ Total Fee Now Due $ � /-N J e (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa 6.8972 Plumbing Mechanical Owner's Name (Fee Simple Titleholder) o VV\ Qs Wen 1-$ " oe Owner's Address ) 35 ME I no-F' City t� h o r-e s State FL Zip Z3)3' 1135 1•1 I oo h County Miami -Dade NO Contractor's Company ame {�, Va.tkiale,g o(JT 1 n� Phone # Contractor's Address yt Ok 1� d /( 53105 City rvtiaytni State FL-- Zip 3 Qualifier 000.4 I<CUi/ &.1 e1'( State Certificate or Registration No. Certificate of Competency No. Type of Work: ❑Addition ❑Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: OWN ' Y'o `}" ( 16 IU D �'V r3 &v\ Fe GI c. � � y #( S ' h e-o lo r Gtr h Grf - e ro 11 4 I- L * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 1 6-1 • Submittal Fee $ Notary $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Permit No. i3P05_ ( ( , ster Permit No. Phone # q g b 1 4 1- 1 Phone # Phone # Square Footage Of Work: t�3 -95y Revision Zip Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20,by who is personally known to me or who has produced who is personally 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: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 * * * * * * * * * * * * * * * * * * * * * * * * * * ** 7 7.1 !/J Plans Examiner Engineer Zoning k MIAM nUILDING CODE COMPLIANCE OFFICE (BCCO) ..DUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 34`" Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: Palema Double Roll and Hacienda Double Roll 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 the expiration date may be displayed in advertising literature. If port a tG epo ' o he ! s displayed, th t shall be done in its entirety. INSPECTION: A copy of this ire s a and shall be available for ii spec a nl :h ob•sge atphe r lded tq h used y th ma 'acturer or its distributors • reque .. ••• •• • • • •• This NOA consists of pages 1 through 6. The submitted documentation was rewe�,�a�dby Frank Zuloaga. , RR ..•• •. • .. • • • • • • • • • • • •• • • • • • • • ••. •••• • • • • .•• • • • ••. • •.. • • • • • • • • • • • • .•• • • • • • • • •. •• • • • • • • • • • • • • • • • • • • •• • iMIA,M11 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 o.: 02- 0916.11 xpi ation Date: 12/16/07 i Approval Date: Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Hanson `Palema Double Roll and Hacienda\Roof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Palema Double Roll Tile Hanson "Hacienda" Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Tile Nails Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens AIL 1 2. fQr�s� .. • •. • . Min 104 • • • • • • • • • • •• • • • • • • • • • • • . ..•• • • .• ... • • • ... • 000 • • • • ... Roofing Roofing Tile Concrete Test Dimensions Specifications Length: 16 %2" Width: 13" %2" thick Length: 171/4" Width: 13" %2" thick Length: varies Width: varies Varying thickness Dimensions • • • • • • •• • • • • • Wood Preservers Institute LP — 2 ... • • • • • • • • • • • • • .. .. Product Description Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Specifications TAS 114 Product Description Manufacturer Salt pressure treated Generic or decay resistant (With current NOA) lumber battens Corrosion resistant screw or smooth Generic shank nails (With current NOA) NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 2 of 6 Product Dimensions Tile Screws Hurricane Clip & Fasteners 3. LIMITATIONS #3x 2 Y2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. Y2 " Min. 0.060" thick Clip Fasteners Min. 8d x 1 %" • • • • • .. • ... .. • • • .. • • • ... • • .... .. • ... .... • • • • • . . ••• . ... • • . • ... • • • ... • • • • • • • • • • • • . • ... • • • • • • • ... • • •• • .. • • • Test Specifications TAS 114 Appendix E TAS 114 Appendix E Product Description Manufacturer Corrosion resistant, coated, square drive, Generic galvanized, coarse thread wood screws (With current NOA) Corrosion resistant clips with corrosion Generic resistant nails. (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 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. 3.4 ` Minimum underlayment shall be in compliance 1.vith the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof . slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 • This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Tile Profile Hanson Palema Double Hacienda Tile , • ••• • • • • Table 1: Aerodynamic Multipliers - X (ft') X (ft') Batten Application Roll and 0.267 X (ft') Direct Deck Application 0.289 NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 3 of 6 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) • For Nail -On Systems Tile Profile • Fastener Type - Direct Deck (Min 15/32" . plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Palema Double Roll and Hacienda Tile . • • 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 • 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 Installation with a 4" tile headiap and fasteners are located a min. of VA" from head of tile. • • • . • • • • .. ... .. • • • .. • • • ... • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • ... • • • ... • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • .•• • • NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 4of6 Table 2: Restoring Moments due to Gravit - M (ft -IbfL Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" "• • 12" 7 ": 12" or greater Hanson Palema Double Roll and Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 • • • . • • • • .. ... .. • • • .. • • • ... • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • ... • • • ... • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • .•• • • NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 4of6 Table 4B: Attachment Resistance Expressed as a Moment - Mr(ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Mortar Set' 20.60 Table 4: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) For Two Patty Adhesive Set Systems Tile Tile Application Profile Hanson Palema Double Roll and Hacienda Tile Adhesive Minimum Attachment Resistance 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) For Single Patty Adhesive Set Systems Tile Profile Hanson Palema Double Roll and Hacienda Tile 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTM. Tile Application Polyfoam PolyProTM' Polyfoam PolyProTM' Minimum Attachment Resistance 86.61' 45.5 - 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... • • • • • .. • • • • • • •• ••• •• • • • •• • • ••• • • • • • . • . • • • • • • • • • • • • • • • • • • • • • ••. • • • ••• • • ••• • • • ••. • • • • • • • • • • • • ••. • • • • • • • •• • • • • • ••• • • • • • ..• • • • • • • • • • • • •. •. • • • NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 5 of 6 HANSON PALEMA DOUBLE ROLL ROOF TILE FASTENER HOLES FASTENER HOLES UNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE • • • • • •. ... • • • .... . . . . • • • • • • • • • • • ••• • • • • • • ...• • • ••• • • • • •. • • • .• PROFILE DRAWINGS qm) OF THIS ACCEPTANCE • • • • ••• • • . • • • • • • • • • • • • ••. • • • ••• • • . ••• • • • • • • • • • •• • . OVERLOOK NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 6 of 6 BUILDING PERMIT APPLICATION FBC 2001 Contractor's Company Name Contractor's Address City State Total Fee Now Due $ 3R 61.5 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing �� Owner's Name (Fee Simple Titleholder) - J I , Lll 0 141 � MO 4. U O 1 ),� /0 s 1( A �'V Phone # 3 or- A', 3 5- ( ° • Owner's Address / 7 O / — 7“..._ /1 r - City 11/ 6 pi 1 State F 49 ' Zip 3 3 /? Tenant/Lessee Name Phone # Job Address (where the work is being done) COPt n 0/✓t _ 100 A - z City Miami Shores Village County Miami -Dade Zip ) 3 ) 3 e Is Building Historically Designated YES NO Permit No. Master Permit No. /P 6 3 9 : Phone # * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,rye Submittal Fee $ Permit Fee $ 302 CCF $ S Notary 0 Training/Education Fee $ " co Technology Fee $ 7,5'0 Scanning $ Radon $ ' Bond $ Code Enforcement $ Structural Plan Review. $ 6 Zip Qualifier Architect/Engineer's Name (if applicable) 1/ V - 1; --- 5 . / . 6.4 (b GIN-c-. Phone # 54 6 r r 0 $ Value of Work For this Permit I 51 5'6 Square Footage Of Work: D 00 Type of Work: ❑Addi ( ['Alteration L✓,New El Repair/Repl ce ❑ Demolition ,/T� Describe Work: .. � lI 6(: n. €V✓ 5 (X�*c- Fe_ pctK(Sh'rS to tor--1 coI o r -erro c011Df& -1-i 1e- roo S y3-1-em Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foreg 'ng instrument was acknowledged before me thisU The fore oing instrument was ac day of __ , 2073 , , da f 2093 by who is personally known to me or who has produced who is personally known to me or who has produced s identification and who did take an oath. as identification and who did take an oath. My Commission Expires: c )^ , / Owner or Agent APPLICATION APPROVED BY: Chc 10/14/03 _ttuires November 15, 2006 Signature \ -CAA Contractor NOTARY P / : LIC: 410 P4 = a M Bec Si Print My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *j * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EC 1 6 2003 Plans Examiner Engineer Zoning 1 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. 1 Section A (General Information) Master Permit No. Process No. K. Contractor's Name c-}-; Job Address L b t b , 0 +1\ ?' ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ e :(Piew Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) o � 6o0 ,abdv Section B (Roof Piani . Sketch Roof Plan: • illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of .sections and • levels, clearly Identify dimensions of eleirated pressure zones and location of parapets. ;; 1 : 1 :: AI ': FAIT! CT"`,CC: C:C :C pC:: :C E • C l E ,, , . C • : 'C': E III . C�.. ■C ■■ •. D . 0 G C: C. C 1 . C .1111111111.1111! 6 . r ■ 1§•..e44 mu ■ � • ' R II■I_I:C: : 1i�Jo ■ /. �/■ I:I C CC:: C161. 1 C : .:. ln •C ■r r .0 :; � =C• E . ■ 111 C p„ .r C : C �r C EC _ . 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U Im MI6 C E- EE Or ■ ■ _ E . -1 - AIM 111lRr r._ ` f.aui u EE . /E. kvil 123_01 -48 5/03 PAGE 2 L/ :oof Slope: -: 12 Roof System Manufacturer: Notice of Acceptance Number: t 2 `a t W / Minimum Design Wind pressures, If Applicable From / � RAS 127 or Calculations): P1: 11,E P2: 100,17 P3: 1 00, b Maximum Design Pressure From the NOA S•ecific S stem . Slo ed Roof S stem Method of tile attachment: p o Pock * eucLh-eS,ve Ridge Ventilation? Mean Roof Height: Florida Building e Hi. h Vetoci Hurricane Zon Uniform ermitA. 2002 Section D Stee . Gcatwn Form, • Stee. SIr ,., Roof - Deck Type: ype Underlayment: Insulation: Fire Barrier: L(JDD Fastener Type & Spacing: \Adhasi•ip ype Cap Sheet: Roof Covering: Type & Size Drip . dge: Florida Building High Veloci Hurricane Zon Code Edition 2002 Uniform permit Application Form. Section E Tile Calculations For Moment based tile systems, choose either Method 1 or 2. "for )til with the values from n'Ir• If the fi values are values, for each area fthe roof, then the tile values greater method is is equal to the Mr Compared the h Mr g m than attachment acceptable. Method 1 «y o ent Based Tile Calcu i t (p, 1 x X t - . pI Per RAS 127" (P2: 0 , x g' �— Mr! mb(/ 127 R3:_12/2112 x X — Mg: — l►Ig: = hlr= OA 141 = i1lr3 NOA M Method 2 "Simplified Tile Calculation Per Table Belo Required Moment of Resistance (Mr) From Table Below NOA Mf (p:: (P3: '\lust be used in conjunction with a list of moment based tile syste 28 t Broward County Board of Rules and Appeals. ms endorsed by the For Uplift based tile systems use Method 3. lues values for F If the F' values are greater than or equal toethel I". r values, a a lue } l • u s, O r , each the area of the roof, the the tile attachment method is acceptable. Method 3 `Uplift Based Tile Calculations Per I: = x w: - W: er RAS 127" x l: —� xcos x i _ — x w: = ) — w: x cos Q _ F� — NOA F' xcos _ �— NOA F' — F "' NOA F' Descri . tion Where to Obtain Information S mbol r 's'gn Pressure P1 or P2 or P3 RAS 127 Table 1 or Where by. an engineering to find Mean Roof Het t -.. - - H Roof Slope f 7 . R analysis peeper -.d by. PE base�+o lob — --- -�. _ Y ^. .Si:, a Site _ _ Aerodynamic Multiplier - - -- -- Restorin . Moment due to Gravi Attachment Resistance Re. uired Moment Resistance Minimum Attachment Resistance Re.uired U.lin Resistance Average Tile Weight Tile Dimensions All calculations must be submitted to the Building official at tltc time ul . remit a.. lieatiun. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 11• �`' 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). )4- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. .aJ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. /Avt -i- 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. gni 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 1),/_1_, 4.A.J4ukuoSa Owner's /Agent's S ature Date Contractor's Signature CADOCU SI E -Ikmp \LOCALS- 1\Temp'.SECTI0:21511.doc MIAMi•OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, 13ay #16 Medley ,FL 33178 Your application for Noticc of Acccptancc (NOA) of - : Spanish "S" Clay Tile under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Typcs of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not bc valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any timc from a jobsite or manuf'acturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida [wilding Code. The expense of such testing will bc incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES_ '1)2/01/2006 Rntil Rodriguez Chief Product Control Division THIS iS THE COVERSUFI'.T, `f'.i': ADDITIONAL PAGES FOI2 SPF'CIFiC ANT) GENERAL, CONDITIONS IHJILDIN(; CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building' Code and Product Review Committee to bc used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02/01 /2001 \ 130450001 \pt200014emplates\notice aCceponcc cover pay lutcruct rani( addre' po c n tcr(u@buitdingendcOnlinc.COnt I'd 0S00888S0C MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING (UILDiNG CODE: COMPLIANC€ OFFICE METRO -DARE FLAGLE12 BUILDING 140 \\'17.5T FLAGLER STREET. SUITE. 1605 MIAMI. 1 33130-156: (305) 375 -2901 FAX (305) 375.2905 CONTRACTOR LICENSINC. SICnON (305) 375 - 2527 FAX (305)375-255x CONTRACTOR ENFOKCEUENT DIVISION (305) 375.2966 FAX 005) 375.290N t'KonucT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office ON Ifomcpat;c: http : / /www,buildingcodconfinc.com uotze..Iod -io0 at t1 adezueS dLZ:CO CO Jqd .bT • SANT E TIL ORPORAT[OI�I R oQ INc'AssEMBEY Cr o ry Sub- C1te_g r i Roofing 07 320 Roofing Tiles Maat errialls • • • Deck v o; Clay Roof Tiles Food 1. • • : • • • • • •.• • • • • • .. • • • •• • • • .• • ••• • • • • SCOPE This renews a roofing system using Sarra Fe "Santafe Santafe Tile Corporation described: in Sect comply with the South Florida Building 1011 2 1994 E locations where the g Cade, 1993 diE design pressure requirements, as deof tte desi does not exceed the design pressure values obtain by cal, using the values listed in herein. The attachment catcul system, 2. PRODUCT DESCRIPTION fllanufactured by Test S c A lies ^t Dimensions cifications Santafe 'S' Clay l alSri Roof Tile PA I IZ w = 11.5'' '/ thick Trim Pieces 1 = varies = varies varying th ickness PA 112 2 l . ' . :i� Aj-PTAtiCE No.: 09_.:L. 2 .06 • • • • • • ••• • • • ••• fM t Product f t C3cri tiOn Ontg piece high profile clay roof tile equipped with two nail holes. For nail -on, moll ar set and adhesive set applications. • Ace ssory trim, clay roof pieces for use at hip rake ridge and valley terminations. Mautacturcd for each the profile. 3•1 COMPONENTS OR PRODUCTS MAt' UFACT ` 1 RED BY O THERS Test i Product Dimensions Tile Screws --- Snecificatinnc 8 x 24 " long p!— _ itsr__�_ip 0.130" shank dia. q 5 sinless Steel 0.178 flute dia. ppe "ctx E • u • • • Approval Date: February ,l 1001 . • • E,«pira4 Date: February 1 • • 200¢ •• • • • • • • • • • • ••• •• t "clay rooting tile, manufactured by l otice of Acceptance, designed to ion for Miami -Dade County. rmined by applicable For ulations in complance with RAS 127 ions shat I be done as a moment based Manufacturer generic 11 ii i 3. LiMiTATIONS I; 3.1 Fire classification is not It 3 . 2 For mortar or adhesive set tilefatl,�s acceptance. i accordance with RAS 106. pP'rcattons, a st ic field uplift test shall be performed in 3.3 Applicant shall retain :he 'services of a Miam t Dade Count perform quarterly test in accordance with PA I� 2,_..9 County Certified [ to submitted to the Building Code Compliance , hall be Offtg utonga_ RRC (j oofing Product Control Examiner I' Table 2: Restorin• Moments due to Gravit - M, ft -ibf Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mortar or Adhesive Set Systems 3 " :12" The Profile 5 ":12" Tile Application Attachment Resistance - Santafe 'S' Profile Battens Mortar Sct 23.6 Adhesive Sct 61.9 Table 2: Restorin• Moments due to Gravit - M, ft -ibf Tile Profile Table 1: Aerodynamic Multiplycrs— X(ft 3 " :12" Tile 5 ":12" k (ft X (ft Battens Profile Battens Batten Application Direct Deck Santafe 'S' Battens Direct Deck 0.274 0.297 Table 2: Restorin• Moments due to Gravit - M, ft -ibf Tile Profile 2 ":12" 3 " :12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.G9 5.56 5.53 5.32 5.29 5.037 N/A p ( For Nail -On System - Tile Profile Tile Two Nails One Screw Two Screws ' One Screw Two Screws Application w/ Clip w/ Clip Santafe S Direct Deck 21.8 29.16' 38.28 57.31 57.60' Battens 61.77 1. Approved screw as noted 'Product manufactured by others' 1 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to the roof slope unless stated otherwise by the underlaymcnt material manufacturers published literature.. 3.6 This acceptance is for wood dcck applications. Minimum deck requirements shall bc in compliance with applicable building codc. 4. INSTALLATION 4.1.1 Santafc'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 1 18. RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 3: Attachment Resistance Exressed as a Moment- Mf ft - lb 3 Frank Zuloaga, RRC Roofing Product Control Examiner 1 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 3.5 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to the roof slope unless stated otherwise by the underlaymcnt material manufacturers published literature.. 3.6 This acceptance is for wood dcck applications. Minimum deck requirements shall bc in compliance with applicable building codc. 4. INSTALLATION 4.1.1 Santafc'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 1 18. RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 3: Attachment Resistance Exressed as a Moment- Mf ft - lb 3 Frank Zuloaga, RRC Roofing Product Control Examiner SANTAP'E TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear thc imprint or identifiable marking of the manufacturer's name or logo, or following statcmcnt: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of thc following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Codc in ordcr to properly evaluate the installation of this system. PROFILE DRAWING SANTAFE "SANTAF£ S" CLAY ROOF TILE Frank Zutoaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Kcncwal of this Acccptancc (approval) shall bc considered after a renewal application has bccn filed and the original submitted documentation, including tcst supporting data, engineering documents, are no oldcr than eight (8) years. 2 Any and all approved products shall bc pcnnancntly labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in thc specific conditions of this Acccptancc. 3 Renewals of Acccptancc will not bc considered if; a) Thcrc has bccn a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with thc code changes; b) Thc product is no longer the same product (identical) as thc one originally approvcd: c) If the Acccptancc holdcr has not complied with all thc rcquircrncnts of this acceptance, including dm correct installation of the product; d) Thc engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing thc engineering profession. 4 Any rcvision or change in thc martcrials, usc, and/or rnanufacturc of thc product or process shall automatically be cause for termination of this Acceptance, unless prior writtcrt approval has bccn requested (through the filing of a revision application with appropriate fee) and granted by this office. • 5 Any of the following shall also bc grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process; b) Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6 The Noticc of Acccptancc number prcccdcd by thc words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any ponion of the Notice of Acccptancc is displayed, then it shall be done in its cnt.rcty. 7 A copy of this Acccptancc as well as approvcd drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job sitc at all times. Thc topics nccd not bc resealed by thc engineer. 8 Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acccptancc. 9 This Acccptancc contains pages 1 through 5 END OF THIS ACCEPTANCE Frank Zuloaga, RRC Roofing Product Control Examiner 4 MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE I'olyfoam Products, Inc. 2400 Spring- Stucbner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethane Foam Adhesive under Chapter 8 of the Code of Miami -Dade County goveming the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modi suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. MIAM( - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 C.ONTKACIOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 • CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06 /14/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ 1s045000I1pc200011templatesUwtice acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodconline.com Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL Cater/0m Roofing Sub- Catcnorv: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A11160 as manufactured by 1'olyfoam 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 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH 160 Foampro® RTF 1 000 ProPack ® 30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile (Assembly having a current NOA which list uplift resistance values with the use of Polypro AI-1160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test Specifications PA 101 1.6 Ibs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 Results Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment +0.07% Volume Change a -40 F.. 2 weeks +6.0% Volume Chance ii s. Humidity, 2 weeks Drank Zuloaga, RRC Product Control Examiner Poi foam Products, Inc. ACCEPTANCE No. : 01- 0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. - w F'= ( 2 ) = MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 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® AH 160 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 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4.4 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. 4.5 Calibration of the Foampro® 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. 4.6 Polypro® AH I60 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 160 shall not be exposed permanently to sunk 3 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile 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 Piccc Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY OpOonal 214's lor 1) Race /Rough Oho*, to action 17 to 23 sloop Old appkidon ware ladies la CO= seat tbe paa tis Tura codes upside does. hies ales, U3 Ls To 1 In kw *Mk adge el edam tk Theo htstd the tk. 5 ACCEPTANCE No. : 01-0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ACCEPTANCE No.: 01-0521.02 6 Frank Zuloaga, RRC Product Control Examiner Po lyfonni Products, Inc. ADIIESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Hall through plastic cement Paddy (between (Iie} Paddy (under tile) e, single paddy 3 In. under tile I x3in. Single PaddY an under- layment Sir* PaddY on top of die Five course 2 ln. X 7 In. medium size paddy ern Fads course only Nall through plastic cement t elin.x 3 In. Single paddy on underlayment Single PaddY on top of the Ene Count 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Single paddy under tile Underlayment Single paddy between tile 1 course only 2 ln. s 7 in. medium size paddy save Single paddy on under. laymen( z 3 In. 4 In. Single paddy on top of the bre Fisch Weephob gave closure DriP Si: between We Lave Closure 2 h x 7 in. medium size paddy save course only Fascia Frank Zuloaga, RRC Product Control Examiner • -c t , , ,.. Polyfoant Products, Inc. 9. This Notice of Acccptancc consists of pages I through 8. END OF THIS ACCEPTANCE 8 ACCEPTANCE No.: 01- 0521.02 1. Rcncwal of this Acccptancc (approval) shall bc considcrcxl after a renewal application has bccn fitcd and the original submitted documents, including test- supporting data, engineering documents, are no oldcr than cight (8) years. 2. Any and all approve products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dadc County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changcs. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation of thc product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feed) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performancc of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, forr sales, advertising or any othcr purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by thc expiration date may be displaycd in advertising literature;. If any portion of thc Notice of Acceptance is displayed, thcn it shall be done in its entirety. 7. A copy of this Acceptance as will as approvcd drawings and other documents, where it applies, shall be provided to thc uscr by thc manufacturer or its distributors and shall bc available for inspection at the job sitc at all time. The engineer need not rcscal thc topics. 8. Failurc to comply with any section of this Acccptancc shall bc cause for termination and removal of Acceptance. Frank Zuloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -1961 Printed: 12 /18/2003 Applicant: THOMAS WENSJOE Owner: WENSJOE THOMAS JOB ADDRESS: 10015 BISCAYNE BLVD. Contractor KAWALEK, PAUL RICHARD Local Phone: 786 277 - 9540 Parcel # PARC2003 - 17 Legal Description: Building Permit Contractor's Address: P.O. BOX 531051 Fees: Description Amount FEE2003 -8405 Building Fee $300.00 FEE2003 -8406 CCF $6.00 FEE2003 -8407 Notary Fee $5.00 FEE2003 -8408 Training and Education Fee $2.00 FEE2003 -8409 Technology Fee $7.50 FEE2003 -8410 Scanning Fee $6.00 Total Fees: $326.50 Total Fees: $326.50 Total Receipts: $0.00 *1-\335 l c(S. 1AN 2 6 PAID Permit Status: APPROVED Permit Expiration: 6/15/2004 Construction Value: $9,950.00 Work: SANTE FE SPANISH "S" COLOR THRU TERACOTTA TILE ROOF SYSTEM Signed: (INSPECTOR) Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: