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71 NE 97 St (3)No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 41 -45 71 -75 91 -95 6 -10 Passed 26 -30 46 -55 76 -80 96 -100 11 -15 31 -35 56 -60 81 -85 101 -105 16 -20 36 -40 65 -70 86 -90 106 -200 sting ineering & nsulting, Inc. Testing Equipment: Digital Chatillon DFIS 200 Lab Report No. 02- 070026 Providing Solutions To The Construction Industry P.O. BOX 770694, MIAMI FL 33177 Certificate No.02 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 PROPERTY ADDRESS: 71 NE 97 St. OWNER: Body Novak CONTRACTOR: Oroni Construction ROOFING SQUARES: 5 TILE TYPE: Flat Spanish CONTACT PERSON PERMIT No: PCA No: ROOF PITCH: INSPECTION DATE; TEST DATE: JOB NUMBER; BP 2002635 3/12 7/30/02 TEST RESULT TABULATION Required Testing Force: 35 lbs. THIS ROOF HAS PASSED: I x1 FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. Voice: (305) 256 -4550 North 30 10 "ROOF SKETCH" 7 6 8 4 5 1 2 3 Front Flatec @bellsouth.net Fax: 1- 866 - 333 -6988 Phone # MIAMI SORES VILLAGE BUILDING DEPART 305 -795 _2 Building Inspectiot. Request n /1 Date Inspection Date Approved Correction Re- Insp'n Fee --71Z0 al Type Insp'n 'inCA C7C-- Permit No. 75P6L-1- Name Nrtun is Address 1 I. — 1 L5 Company ICCAULO e MIAMI S� BUILDIlN 305 - 797 Building Inspection Request Date Type Insp'n —T IH tl�� "'�✓ _ -� Permit No. Name ��- Address 1 1 � . q — 7_34 Compan Phone # Inspection Date ] 6 Approved Correction Re- Insp'n Fee 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 FPI �� —4' 26 A-4 51 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 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 97 23 48 73 98 24 49 74 99 25 ,..,G 50 75 100 - 9mir .4 THIS UBMITTED BY Civil En.ineer: Lab Certification # 98 0608.04 P.E. State of FL Certificate Authorization # 4100 U.S. S l UTH Engineering & Testing Lab0 nc0 6065 N.W. 167th Street, Suite 13 -23 a Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 m 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 SITE SPECIFIC INFORMATION Owner's Name 0 VII. Job Address Roofing Contractor: o® F Type of Tile: �� lam- ' 9 -- CL Y Approximate Roof Height: 11— feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: ' $ O 0 ft2 ✓ Ladder Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested - -4 TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WIT HE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTRO : ST. PRINTED 9V: UNIQUE GRAPHICS: 954 - 484 -9923 FAX: 954484.9967 Project MD 5396 Permit # ' 1 4 $ 1a Date Installed: 7'2 _o 4- Roof Pitch: 3 1b. fZ Other _ _ -TAU _Apl foii4= I 0.1e- oil 4i. -1-kotd5;i-F( J Fveccp-3t-e . . ! I ' ; ; i 1 I • ; 1 . . • : , 1 1 • : . . .__ I • : ii ! ' I I i I 1 • • 1 , i 1 ; - • I ! ' ; i ■, - 1 , - 1 ,. 1 __ _• ! ' 1 1 1 1 1 1 . • 1 ' i 1 ! 1 --\1.1 1 • I I ; !: ! • ; ! , . ! '; 1 , ; 1 -•! -4. ! _ I 1 '1 I I I I II li I. II i i ;' II I) H.'____ ,■..; II II I I !III' '1 I; ;- . 1, . _ 1 1 i i i 1 1 i ! , ! 1 ' 111 1 1 I I 1 ! I 1 1 I I I 1 t ' ! I ' I 1 ' 1 I I I 1 1 1 1 • i I 1 1 I • ''',. ( i l 1 1 . , I I I ' ! 1 1 i 1 • 1 ; 1 , ;;i III I i I 1 i 1 I 1 I 1 1 1 I 1 1 1 1 I i I I I I 1 I 1 , • / I 1 1 1 1 : „ 1 ! 1 , I I 1 I . 1 1 1 I I i , 1 : I . i 1 1 ; ! 1 . / ! I . : . 1 . r I 1 I i l i II , I • ■ -----. -- ---..--- , ' • I I, I I I , .- - -1----'-----------1-----/ I I I I I Type Insp'n Permit No. Correction • a3so MIAMI SHORES VILLAGE BUILDING DEPARTMINT 305- 795 -2204 Building Inspection Request Date � .f. t — Name Address -1 1 N E Q7 S T Company V I V l C{ CAS c€ t: Phone # �UJ 7S`f -0 1 9 1 Inspection Date (019(0'1 Re- Insp'n Fee Phone # Inspection Date Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPAR � 305- 795 -2204 (� Building Inspection Request DateC / Type Insp'n - Flu} l u} I in ptc7 Permit No. l �� / 4 3 Name t'J OVOVi Address cc) Company tri(i P C Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name N O/�/�� vl..l Address I"C , � ,� ', ' �J "I / � } Si— Company IC ILL JG J€ - Phone # Inspection Date 01 ) 0 Re- Insp'n Fee D/r V BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 5 / / City Vi/ia -4 uula S e3 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES r f am Contractor's Company me : L "' � T O G. � Phone # � 0 � J - � � �� Contractor's Address Vg City MIAMI State F,L, CC - IP 4 1 3 gsooLf3(, V60A, Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Describe Work: ;V . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 II 'E CE1V E Electrical Plumbing Mechanical r No va:l< tiro vt ai ail CS Phone # 3c) 5- 1 SC 491:300 9 s± R c'-rr t totr Zip � J�J 1 3R Phone # 305 .S C ° 10 0 0 Sr V 2 ((i��, Submittal Fee $ L) . k-A) Permit Fee $ Notary $ °' Training/Education Fee $ Scanning $ I Radon $ K S - NO Lo o 60`0 air/Replace ❑ Demolition ( h �0 op c .t_ ��.��► it 3o7a a0,l0fFk jj Type of Work: ['Addition ['Alteration 0 1�1� 4 - Cri - 4 C ['New * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 00 Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Permit No. (P2Ll °7 4 U Master Permit No. County Miami -Dade Zip 3 ,3 ) 3 Square Footage Of Work: e .Jc). o 0 CCF $ „ 0 b CO /CC Technology Fee $ 7 ( , 0 Bond $ o f 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 reinspection fee will be charged. Signature J'l Owner or Agent Contractor The foreg,j lg instrument was acknowledged before me this I X The foregoing instrument was ackno d ed before me this day of L , 2 A, by I V k\oti 1, V . , day o , 204 by e. who is person ly known to me or whb has produced who i rsonally known to me or who has produced • IC: As identification and,» 4id tit balaWiargas r ' Commission #DD `= Expires: Jul 1 1 F`o at? Bonded Thru I;, h■ NOTARY Sign: Print: My Commission Expires: My Commission Expire * * * * * * * * * * * * * * * * * * * * ** inc Signature (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Y PUBLIC: Sign: L_. Print: - 4.ebuzu(ky as identification and who did take an oath. ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN - 2ZOO Plans Examiner Engineer Zoning • O Lour Slope o r sphaltic Shingles ® MOW Roof 0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. S ction (Geinierai informa, oor Master Permit Flo. cess Contractor's � ractor's f ame CCU. - J'?I //�� u/ & I e_k Job Address II v 6--� "I r l * El Metal panel /Shingles ROOF TYPE 0• ROOF CATEGORY If Mechanically Fastened Tile 0 Prescriptive E'- LIR -(IBS 950 . ROOF SYSTEM INFORl 1ATDOI I Low Slope Rooff Area (SF) Steep Sloped Roof Area (SF) ,o.0 Mortar /Adhesive Set Tile 0 Wood Shingles /Shakes ARE THERE GAS VENT STAG V YES 0 NO u.. 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I.■.■.■■■..■■■■■■■.■■■■.■..■.■■■■■/ 7■■■■ l■.■ l .■■■..Ia ■.► ■all e) —7 Li0 1/ Rem co-of '9hn5ov\ \A3d31‘V +' (0..e.;0 05 00,900 -0 5-4\e, Roof System Manufacturer: A- H- L Notice of Acceptance Number: 0)- 1 1 l S i 0 3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P9: 1 -15 P2: 9 S 1 1 P3: q5► 1 Nanirrin= Design Pressure (Fr ,•.m the NOA Specific System): 9 b t S Ee4h4d og iie attachment: PO `�� DawI ix.d ke-$ ! tie I Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. SecUoo QSteep SUoped Roof Systeml Ste p SBo,•Yed Roofs System ®es colptku Deck Type: )(4) ype Underlayment: nsuiatlon: idle Ventilatlo ? u1 . Fire Barrier. Mean -:ooff Height: �.3 o Fe 1 A N astenerr Type &1 Spacing: Fr //) t 1 Iva; ,5 dhesive Type ype Cap Sheet. 4:41 Doff Covering: I) Type &4 Size Dr! �2)C � V • Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCB 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions 1= length vr= width NOA All calculations must be submitted to the Building Official at the time of permit application. Mean Roof Height M Required Moment Resistance') 15° 20° 25° 30° 40' — Roof Slope 2:12 34.4 38.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 304 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Section E (Tile Calculations) For Moment based tile systems, choose el er Method 1 or 2. Compared the values for M With the values from M . If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. xx (P2: Ia A. (P3:-10011:2 % Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 "Moment Base Mg: — Mg: — Mg: Calculati. Per RAS 127" =M 316 NoAm g NOA NOA m • '• Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M) From Table Below N A I* °Must be used conjunction with a list of moment based tile systems endorsed by the roward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for IF' ith e values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 1127" (I�r : a l: _ 1 w: _ ) — W: x cos 0: = F NOA F' (s: al: = x w:= ) —W: a cos 9: = Fa: NOA F' ° 3 : a l: = a w: = ) — W: u cos 0: _ = F NOA F' 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 ha?f been expi iNk N 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 add ressed as part of the agreement between the owner and the contractor. K/V / 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). V1 , t� 3. Common Roofs: Common roofs arc 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 s / hould notify the occupants of adjacent units of roofing work to be performed. IVY 4. Exposed Ceilings: Exposed, open beam ceilings arc 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. 15. Ponding Water: The current roof system and /or deck of the building may not drain \Veil 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. KW 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. BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVING'? NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77 Avenue Miami, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued unc er 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 vatic. after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade Ccunry) 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 m.inufacturer 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 reqt irements 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: Altusa "5" Clay Roof The LABELING: Each unit shah 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 builling 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 manufi cture 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 vOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be d splayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy oft tis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 though 7. The submitted documentation was reviewed by Frank Zuloaga, ItRC NOA No.: 02.1115.03 Eaplratlon Date; 12/16/07 Approval Date: 12/112/02 Page 1 of 7 i'i F,7,: ; ! lii ROOFING ASSEMBLY A]PIP OVAL Category: Roofing Sub - Category: Material: 1. SCOPE This renews roofing system using Altuse One Piece S' Clay Roof Tiles, as manufactured by Almar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requimments, as determined by applicable Building Code does not exceed the design pressure values obi wined by calculations in compliance with RAS 127 using the values listed in section 4 herein. T to attachment calculations shall be done as a moment based system. 2. PRODUCT DIES CIRIIPTION Manufacttxt'crb Applicant Altusa One Piece 'S' Tile Prim Pieces Clip Clip 2.1 SU Te`tt aellev The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Ile. Redland Technologies Roofing Tiles Clay L 18 'A" W = 10,5" 'I.." thick nominal 3.25" high Length: varies Width: varies v irying thickness L 6" D 0.125" L&.h 2" W = 0.05" thick MIT TED EV ID LENCE: Test apislacitim TAS 112 PA 114 Test Ider },tiler 94 -083 94 -084 25. 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF-003-02-01 7161 -03; Appendix III Product awl-1010n High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PA 114 Tile clip L Shaped tile clip Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 at April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02 -11 25.03 E iplratlon Date; 12/16/07 Approval Date: 12/12/02 Page 2 of 7 Vid ,p(i, 'i;I• Te ble 1: Average Weight (W) and Dimensions (I x w ) Tile Proflilra Weight -W (ibf) Length -I (ft) tftlidth -w (ft) One Piece 'S' Tile 8,9 1.52 0.875 Teat A2encv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. g q e r 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report 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 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 %Da4e Dec. 1991 Aug, 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classificutioi is not part of this acceptance. 3.2 For mortar er adhesive set tile applications, a static field uplift test shall be performed in accordance w ith RAS 106. 3.3 Applicant shill 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 :ode Compliance Office for review. 3.4 Minimum ur derlayment shall be in compliance with the applicable Roofing Applications Standards lis.ed section 4.1 herein. 3.5 30/90 hot me pped 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 N,,ith applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. IINSTAILLAT1IO N 4,1 Almar 'Attu la One Piece S' Clay Roof Tile and its components shall be installed in strict compliance wit1. Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations FIOA No.: 02- 1115.03 Expiration Date: 12 /16/09 Approval Date: 12/12/02 Page 3 of 7 wd3Y ;ro, .E1';1 Table 5:.&Attachment Resistance Expressed as a Moment Mr (Qt -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application I Minimum Attachment I Resistance One Piece 'S' Tile Adhesive , 29.3 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Tile T 3 3 ": 12" 4 4 ": 12" 5 5 ": 12" 6 6 ": 12" 7 7 ": 12" or I Table 4: A'.tachmont Resistance Expressed as a Moment - M1 (¢t -lbf) for Nail -On Systems TIIB IF a9tmer Type Direct Deck Direct Dec l Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) One Piece 'S' 2 -10d RIr hank Nails 28.6 41.2 19.4 Tile 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2 -10d Smooth or Screw . _ 6.9 9.2 7.3 Shank Nails 1 .0`8 Screw 28.7 28,7 N/A 2 MB Screws 58.2 58.2 26.8 1 -10d Smooth or Screw 23.1 23.1 19.0 Shank Nell (Field Clip) 1 -10d Smooth or Screw 29.3 29.3 24.0 Shank Nail (Save Clip) 2 -10d Smooth or Screw 27.6 27.6 38.6 Shank N alle (Field Clip) 2 -10d Sriooth or Screw 38.1 38.1 41.8 Shank N 3ifs (Save Cllp) 1 Screw with Altusa Clip (See clip details) One Place "S" 1 Screw with clip (at the 187.1 187.1 N/A Tile' head of tile) One Piece "S" 1 Screw with clip (at the 35.2 35.2 N/A Tile' water course of tile) 1. Screw must be Installed in the Inside nail hoe located nearest to the hump of the tile. Tile Profile One Piece 'S' Tile L/t 'd VL ' °N Table 2: Aerodynamic Multipliers - R (ft (ft) . (ft Batten Application ! Direct Deck Application 0.253 0.274 3.. Restor Momenta due to Gravity - M (ft -Ibf 140A No.: 02-11115.03 lEuplradoa Date; 12/16/07 Approval Date: 12/12/02 Page 4 of 7 Wd0E :Z1 100. '61'0 ;4 Tile Profile One Piece 'S' Tile L/t 'd VL ' °N Table 2: Aerodynamic Multipliers - R (ft (ft) . (ft Batten Application ! Direct Deck Application 0.253 0.274 3.. Restor Momenta due to Gravity - M (ft -Ibf 140A No.: 02-11115.03 lEuplradoa Date; 12/16/07 Approval Date: 12/12/02 Page 4 of 7 Wd0E :Z1 100. '61'0 ;4 Table 5A: Bttachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems - Rif (ft -lbf) Minimum Attachment Resistance Tile Profile Tile Application One Piece 'S' Tile Polyfo ®m PolyProT'" I 89.5 Polyfoam PolyProTM I 38.7 4 Lome paddy placement of H3prams of PolyPro 5 Medium paddy placeme nt cf 24. rams of Pol Pro TM . Table SB: B,ttachmont Resistance Expressed as a Moment - RMf (ftoibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance One Place 'S' Tile Mortar Set' 24,50 5. LA tc +E LJ(NG All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following stat:ment: "Miami -Dade County Product Control Approved ". 6. BUILDING PEI EMIT REQUIREMENTS 6.1 Applicat on 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. L/S 'd hLE; . °N PROFILE DRAWINGS ONE PIECE `S' CLAY :OOF TILE NOA Rio.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 5 of 7 zoos S I Die tL.;7 ''I! "SPANISH S" TILE BY ALTUSA (TYP.) CLIP WITH ONE (1) SC REW ATTACHED TO DECK CLIP PLACEMENT DETAIL CLIP DETAILS 2 -112" OVERLAP (COVERS PIN HOLH) 8CRHW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILEI CLIP ECK NOA No.: 0241 A 5.03 lEupiratlon Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 SCREW (HOLDS CLIP ONTO DECK) L/L d t'L Z /ail "SPANISH r TILE EY ALTU:UA - I (TY 7.) CLIP PLICEMENT DETAIL CLIP DETAILS (CON''1') 2 1/2" OVERLAP (COVERS PIN HOLE) END OF THIS ACCEPTANCE SCREW IN THE INSIDE WAIL 140L0 NEAREST TO THE HUMP OF THE TILE 1 1/4" 1 314" 3/4' DECK GALVANIZED METAL CLIP 110A No.: 02- 1113.03 1Effplratlon Date: 12 /16/07 Approval Date: 12 /12/02 Pagel of 7 • M l A M r — – AYR W+1_.,ADE COt�et7Y. FLORI O-DA FLAGLER t)UILDm tD Lit LO INC coon: commiAnce 01111 P f8 DU t,0 LI'a�AUe n. G EK o ;'fu:om Products, inc. �'Y'f4 MrAM c 1 c.Rlt,A,ii,a 1'ul 7-000 Spring Stucbner 1? Du ()tr5))711101 F,IX OiLS)31s 29 .Spring ,TX 7738 —1 132 Ci1Rr)�t {I'roK r.rcr_dvana: a : . (?0)1)71. +$27 Fitx0P11D77- • ccrv'ile.d�rON L-` FMICe :AlkeYrplY post )75.2'%4 IA \ (]071)71•* Yc9;►r applicafio :► for Notice ol'gcccP►,�ttcc Tor s; �o onpoalcnB lnolyurcPbcnc �n ;t OA) °f= r'aOD u crcopolio,, tHv 10 n: �rier Chapter 8 ol' Code ol• °j i4alhcyiae Construction, and or the C t Mtamt -Dad . Count governing thr use of Y described herein, has been recommended for acceptance - Cot:rty vuilding Code Compliance Materials and Types o7 OtT,cc (OCCO) under the conditions specified hcrriny the Miami-Dade This NOA shalt not valid O nll o be the expiration dace stated below; BC CO or sh o b and• time from a ro :l�tct or material Pails )' jobsite or manufacturer's plant reserve the right ti C sr bl slid' product in the ipproved manner, Plant for nd this product er material immediately. CCO may q control testing. if !his doe by BCCO that this o revoke modify, or suspend 01.1 Y� pCCO reserves the right t o rev �• ,; ,, Produce or material fill to meet oAC this a c..ng Code. the requirements PProval, if it is Q�ircmcnts of the South Florida . 1 . 1.7 exp ;nse of sr,clt t.:stinb will he incurred by the manufacturer_ A CCEPTANCF fb•O.: 01-0521 .n2 F.XPiit 05/10/2o06 /SITS TIIF Cn1'F1dSftFFT 4t" P)1 • x-41. 1 . (: S FOR .S 1' 1 Cnfv__ 1 bt Ct � i Y 7 �t1 ;18A� nun. N( .. cD .� P'9 —DF __ CT it F v 1 -'•� it ;olio! ion for [rcd '::ct �n,�rov, --•.. F :5 anti Product r Picw 'I !t „s been reviewed by the OCCO and approved Conintiltcc t be csed in ,Mian1 -Dade Count F ' . under the hy the tos Building �� ;!��� a�c�•c. Y ortdta tinder the conditions sbP A rt'ltUVro. ncitd :ltlnt ' ;21co MDorn )CC. p p , oCO CO.pr pa :' 'moil r' idreis: bvttcl1 ,tceudeontinec ® Itia•mcp.ig¢: http- Mvgt'.badldl rase`9clooroNne.con1 -_. )17 . , :1d ^ S �Er o Ra ul Rodriguez Chief Product Control D:vision I 1. Quintana, R.A. Director Miami -Dade County nuiltliRg Code Compliance Orrick: i 0 ft•Qa to rift l `: - PAS 1951 37e 1o42 obnivfott m2 rlttces Ael0F8FqG ASSEMfLV APPROVAL CI t-v : Roof St►I,- Cute1nry. Roof Tile Adhesive l olyurL :h.rnc 1. SCOPE This approves i'ulypru;fJ A III GU as ntanul:cccu by 1'rolyroam Products, Inc. described in Section 2 olthis Notice o lAcceptance. I'or the locations pressure rerp:iremettts, as determined by applicable building code° no the desig potty design pressure values obtained by calculations in conlplin ce with R fingeA APP ppli ate Standard RAS 127, for USC With approved flat, Iovv. and !ti l system using r ion e PolvproQL A1-J 160. Whore the attachment calculations arc doa moment based s for sinE,c p aty pl ;cement, and JS an uplift bnscd system for double Ystetti P y systems 2. PRODUCT DESCRIPTION Manufacturcd by Am /die:tnt f ulypro6DAH160 I'oamproa RTr1000 N// Prar'acLR )G S: ;CO N //1 2.1 Components tor products manufactured by others: et C' Cotsuy t Product Acecp:cd i '�'ti:h list uplift resi , r od u w p cd Roof As5c:nbly !on ;tg a current `OA with the use of Poi) pro At 1160 roof tile adl,c-sie:, 2.2 T) pical Physical rrnpertit:s. Property Density CC'snlsrc5)i'e Stre:lgth Teusi:c Slrc:ith Vo'n:er Abs:,r7(ic,) yr o'stt.rc Vapor Tr',, 3 7t 1551:70 r)intc i c•'ia' 7r:)ht1ity C9 ASTM 0 1622 AST.'4 1) 1621 AST.. 1 D 1623 AST.'4 D2i27 A.STM E 96 AST 1 1) 2' 26 :N 5� n vino_¢ N/A POLVFOAAt 1°AODI'CTS IIPfC. Test s , cc;fic,ottnn9 PA 101 Idret ¢ 1.6lbs /f1.' !@ PSI Parailel to rise 12 PSI Perpendicular to rase 28 PSI Parallel to rise 0.08 1...S 3./1 1. 1 I'erm / hich ACCEPTANCE No. a 01-�1- Approval Date: .tu •trQ>) Expiration Date stq,y IA snit,. -fl 07% VcI;uitc ClIa.tee . _ ovicekS °•'r.0 Volimic Clan n iL�CF° k1 A - dd,T. : Product p anti Qinn Two component polyurethane Dispensing Equipment I):srseitsii.g Cgt:irntrnl 1=r101... Zal© K C Product Control Examiner %. "7 _i _rr _u.a •nn n34 32a 1042 Potyfo — arn P ror9u nc 3 POLi'FOA 1 PRODUCTSANC. ACCEPTANCE No.: 01- Q521.OZ (dote: • 'TUrc physicnt PrUpertics listed above me presented o neccpted AST test methods and ar sub to normal mlinufacluria vo r ia li o elermineJpny .3. LIMITATIONS 3.11 fire classifica :ion is net part of this acceptance. Refer to Ole Prepared hoof Tile Assembly for fire ratinb. 3.2 l'olypro$) Al - I160 shall solely be used witlt I1 ;tt iow, R hiss:, lai T rofilcs. /3 Minimum underliynrcnts shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the usc•of Poly?rea AI roof We adhesive with their tile assemblies shall test in accordanc with PA 101. 3.5 Roof Tile martufactures.acquiring acceptance for two paddy placement with the use of Polyproe AH 16C roof tile , adhesive with their tile accordance with PA 101 and with section 10.4 as modified p , meat. shall test in (-1- P= — M S 4. ➢ ATIOfs d. 8 Polypi o® AN; GO may b used with any roof tile assembly lr.vin lists uplift resist;.nce values with the use of Polyprodb AH I60, e a current NOA that 4.2 Polypro° :1 AH 160 s!iafl be applied in compliance with the C Application section, and t!•e cor•espottdin.g Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro0 AI sha:I provide s fl;c:cn: a :ta:!:mcn: resistance, expressed as an uplif', based syst2 to ntec: Cr cccced the up!it1 resistance determined in compliance with Miami -Dade County Roc ng App :ica :ion Standard_ RAS 127. The adhesive attaciuncnt Cara is noted in t :;e roof tile assert)bly NOA 4.3 ?clyproe A :-i160 rcor tilc adhesive and its components sha:! `se installed in accordance .vita, Roofing Application Standard RAS 120, and ?o:yFeat;t Prcducts. Inc. Po!yprc€ AH : 60 Opera:ing instruction and Maintenance Doc' et. 44 instal :ation must be by a Factory Tra:ned'Qua!ified Appiicator approved end :icensed by Pc:y Proi2;;cts Inc. Polytbani Prcducts !tic shad supc!y a !ist of approved aap:icitors :o the attttierity having jurisdiction. 4.5 C1:i!,r: :ion of the Fo.amproe dispensing cquipn'cnt is require: before application of arty ,adhesive. T;:c mix ratio :Jetw•ecn the °A" component and :!-e '3" component sha :l be n•a;r:t fined !.:;tweet ! 0 -.. 15 (A) : 1 0 (D). The dispense . rr.er shall be set to deiver 0.0' ! :e 0 15 pct..tds per tile as determined it ealib:a :ie, No other settings sha :: be .apprcvcd. �.G Polr2ro4V Al-I i GO snail be ,ippiicd with Foampro R 1000 or PtoPack }0 & 100 dispcnsins cqt :i -I - cn: ottiy 4.7 I'olyprodi) ,a IGC sha :l not Lc deposed pctntuncntly 10 SUM 7 .' :.T S Frzru Zulea ILFIC l'retei.e: Control Examiner u,; �M n rn uut' el 004 .4 1'oldionni Pa odiicls K eic . li Also oRe.p M. M to nrffirn h to A IPar. led... r t irlea OA Pe fe= Do 11 eea toms w.Y. Rom MN 01,1 d l0 1 bi /no .•lr sip a es 11e a bend 14. Ib. A CCEVTANCE sec.: VI- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ruu runm rhODUCCS,INC. uxi. A Ci�C Frans Zui RAC 1'ro.Juc; :'__.a- 7 E'aiuncr. • 7 008 r ikODUCTS, INC. rolyro;int Prochict4, nc. ACCEPTANCE c. : 01-05Th02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ON XVJ 6 Frank Z =ft. rutc Proaluc: C- Exainio.cr :7.. a007 • I pplyrenniLfrotlu•rl inc. Vdl tnrou®h ploatjt tcwpy ;n,a I Sleele paddy e - &nein peppy on lop oI the f I7c.o-Tri j- tIaa throt9.191,611 e)rnoll Uedeep rs;anl `f 3In. IJ In. 4In. Slnat, pzaoy on top olt,d £ r— _ 5bgb tut . un6or I;le p Fen hp() Ms wh W]p lArc plo Rmrn O Srnlla we, p ' la. under MI o J In. Sipe!, paddy or w+8or• 1 +ynoAl SingIo paddy or lop DI Isle XV3 ACCEPTANCE No. : .01 101 AUIIESI VE PLACEMENT DETAIL 3 DODULE PATTY 7 CIM A� r` Cal S `r o p r 150 Pbcan :Ile fua C.00ao 1bao In. P -!l f 30Cia poliR up toz,pito ealy I'rallk Zdfoisa, Product Control E‘am;/or. Singh Ntidy untie/ ilk SlnDto P'My bollspoa Y E. t.oyksad el pWy u.. u.err,o owy Au �. -YdAi (6 ?YOB 119 :80 rAx 554 576 )OJ2 PolefcRr:t Prw6tt�re Rcnc i,a; of this Acceptance (approval) shall be considered alter a renal -_ and the original subnt;Ued documents, including rest - 7 ot& than ci(ht (H) years, 1 ►cat,0,1 has bat, pl ortinS data. ;�►_ :� — dccu..rcuts. ar n 2 Any and 111 approved pr;,,.!ucts shall be st,:e and the foliotvin Peru permanently libeled with tits Caettir`r's name, eit •• b sta :enlent• "f Iiatni.Dide County Prod;.:::: I spCcifialld stated in th specific conditions of this /Acceptance, Aphr °val or ? 3 Itrret►als of Acceptance Nv.11 not be coruidercd if. There has been a ctia : ill the South Florida Quildin8 Code a"� -•._- product and the prcdu :t is not In compliance with the code chair_ - �, !he evaluation of .Ls I: The product 15110 'Cn same cr the sae product (identical) as the caste o-;•'• r ='F1• approved. c 1c the Acceptancc holder has not complied with all the rcpt ;_ .. ' t .:hiding the C0rrc.t ;n5tallation of the prod _ of this 1Lt ept ,: The engineer who crigina :ly prcp;tred, signed and waled the tcc_ sobmirrcd, is no Icrtber practicing the engineering profession. docun► :n at:cn initi: 'I) d• tit;• revision or change in the materials, use, and/or manufacture eT ;,ilea :: :;call) b: catae /of term;natio,t of this Aceeptance, unless pr :r cude,et or process b !1 tcS�es :cd (ttirop�rh 11te '.:;n8 of a revision oppl;ea; ton with re s �, approval ass bi t = [Tice. :PP Pr a- . -) and granted by ,h' .s S Any of the fcllott•;r.g 51 :alt a :so b grounds for a. [.r :s.�t's.aCtO r removal Of l)US ACCep!a�__ per :nunc: of this product or process. `9;sese of ,s Aczcpu f :uc as an endorsement o:!t_r purposes. this any produ::, i� :� advertising The Notice of A[ etc e:planer : :ember preceded by the words Mia,rti -Dac cxp;r: ::,on Cat: n :ay be o, ,n advert;si„ g literature. Florida, of the hed No f i c� Gisp :a) ed, t :: wall be done ;n its entirety -ton tice _ f A copy of llt:s Aceep :a : : :: as w as approved dra%ving and other dc_:r: _� where it applies, s . 5.: ,rc •:Cw 10 the t.s,r ;: the ntant: ru ac rcr or Its drstributcr5 and s;h: jolj site 't � ire 1I t ;e '1 :,_ eng.nccr aced r,ct rese " ter rnspectro- al :hc copies. 5 Fa,t rc :o comply tt,C, :-.)• section, of-this Acceptance sl,nll be cau : : Ac:cp :ance 17.:s Nc!::: of Accc,p!a:::. consists cf pages I through 8. END OF THIS ACCEPTANCE to CN x& - tidal. )1- ;- ^,..., s:;;:: ,,:Yt'9i:rlM POL1'pOAN PRODUCTS, INC. et ACCEPTA!bC1 Pal O.: OI-0 Il.®g -='t•rulicn and rrniot. f : RRC '' s C32drol Examiner or any Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Permit Number: BP2004 -748 Printed: 6/3/2004 Applicant: MYRON Owner: NOVAK JOB ADDRESS: 71 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060131010 NE 97 Signed: (INSPECTOR) Building Permit NOVAK MYRON ST Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 20 & 21 BLK 7 LOT SIZE 100.000 Fees: Description Amount FEE2004 -5611 Building Fee $300.00 FEE2004 -5612 CCF $6.00 FEE2004 -5613 Notary Fee $5.00 FEE2004 -5614 Technology Fee $7.50 FEE2004 -5615 Training and Education Fee $2.00 FEE2004 -5617 Scanning Fee $15.00 Total Fees: $335.50 Total Fees: $335.50 Total Receipts: $0.00 Permit Status: APPLIED Permit Expiration: 11/28/2004 Construction Value: $9,500.00 Work: NEW ROOF COLOR THRU ALTUSA 2200 SQ 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: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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: 2. Description of improvement: 3. Owner(s) name and address: Signature `% Owner Print Owner's Name Sworn to and subsc Notary Public Print Notary's Na 0( My commission expires: 123.01 -52 PAGE 4 8/02 0 ytiCy)n C • Ida uctt, d before me this 'K day of ri y-c. 61 c Nall it - ,200 STATE OF FLORIDA, COUNTY OF D.',OF 1 REBY CERTIFY tna; LYc:' ^r ` mal fcleC rn tirs c " c.^ _ S n y hard a + EY RUVIN, CLE v Cccrts 11111111111111111111111111111111111111111111 CFN 20 04- RO44661! 5 OR Bk 22370 Ps 08446 (1PS) RECORDED 06/04 /201)4 12:20 :19 HARVEY RUVINv CLERK. OF COURT. MIAMI -DADE COUNTY? FLORIDA LAST PAGE jJ ed t) r u (r>-+ kvo - u.S e c2„ cQ Interest in property: Q 1ti Name and address of fee simple titleholder: 4. Contractor's name and address: kc ) a l t (Q 6 C)# Yip' S0 Dg3 iv &vvu F F,L 3 3) 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ' Prepared by 1a"Lll "^ Uuo`'' _ Add P10. 0X s 5 1(wai t FL 331 V argas L ei : Cltmmissiuu 4DD231984 " °= Ex pires: Jill 13.2007 Bonded Thru Atlantic 13ondmgCo . Inc Your` pplication for Notice of Acceptance (NOA) of: La.rttoti Mortar Set, Concrete " Flat Bermuda Tile" Roofing System under; Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and 1 'ypcs of C(itistruction, and completely described herein, has been recommended for acceptance by the vliami -Dade C 't.itiq Building Code Compliance Office (BCCO) under the conditions specified herein. Tlis t∎1OA 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 prddudt or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use} iof`such product or material immediately. BCCO reserves the right to revoke this approval, if it is de rit fined by BCCO that this product or material fails to meet the requirements of the South Florida Bu 1Hg Code. t., 11 Th sense of such testing will be incurred by the manufacturer. Al 1 \s04 Into DUCT CONTROL NOTICE OF ACCEPTANCE r Roof Tele, Inc. .W. 29th Street. ,FL 33142 VED: 02 /01/2001 MIAiMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -D: \DE FLAGLER BUILDING 1.10 WEST FLAGLER STREET: SUIT L 1603 NII:\\11, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375- FAX (305) 375.2553 CON TRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 PTANCE NO.: 01- 0103.03 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Control Division MIS IS THE COVERSIIEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This'} plication for Product Approval has been reviewed by the BCCO and approved by the Building Co86 J td Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forilif ''Bove. PRODUCT CONTROI. DIVISION (305) 375 -2902 FAX (305) 372.6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 20001 \templates \notice acceptance cover pige.dot tail address: postmaster ( iP,buildingcodeonline.conr ti Ilorucpnt;e: httl): / /www.buildingcodcnnline.conr 'MOTI ROOF TILE ACCEPTANCE No..: 01- 0103.03 OFING ASSEMBLY APPROVAL teoory: Roofing Approval Date: February 01, 2001 b- Catcaory: 07320 Roofing Tiles PRODUCT DESCRIPTION: Product Flat Bermuda Tile ii Cement Tiles Wood Expiration Date: February 01, 2006 SCOPE This renews a roofing system using Lamoti "Flat Bermuda '', as manu factured Lamoti Roof "Idle. Inc. described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in table 2 herein. The attachment calculations shall be uplift based system. Test Product Dimensions Specifications Description 1 = 16" PA 112 Flat profile, interlocking, concrete w = 10" roof tile. For direct deck, mortar Y" thick set applications only. 1= varies PA 112 Accessory trim, concrete roof w = varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness Manufactured for each tile profile. IMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. Minimum underlayments shall he in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 30/90 hot mopped underlayment applications may he installed perpendicular to the roof slope unless stated otherwise by the underlavnent material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. Page 2of5 Frank Zu loaga, RRC Roofing Product Control Examiner MOTI ROOF TILE ACCEPTANCE No..: 01- 0103.03 INSTALLATION 4.1.1 Lantoti "Flat Bermuda" and its components shall be installed in strict compliance with Miami Dade County Rooting Application Standard R. \S 118, RAS 119, and RAS 120. 4.1 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) from PA 112 Testing Tile Profile Flat Bermuda Tile Weight -W (lbf) 7.20 Length - I (feet) 1.36 Width -w (feet) 0.84 ;I t Bermuda Tile Table 2: Min Tile Profile imum Characteristic Resistance Load - F' (lbf) from PA 101 Testing Tile Application Mortar Set Page 3 of 5 Attachment Resistance 70.70 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 ". 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. Frank Luloa,a, RRC Roofing Product Control Examiner MOTI ROOF TILE PROFILE DRAWING LAMOTI ROOF TILE "FLAT BERMUDA TILE" 16" Page 4 of 5 ACCEPTANCE No..: 01- 0103.03 8 „ 9" 8" 9" ran Zuloaga, RRC Rooting Product Control Examiner 16" 3" MOT! ROOF TILE ACCEPTANCE No..: 01- 0103.03 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (S) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: 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 changes. The product is no longer the same product (identical) as the one originally approved. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. " i 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 .irequested (through the filing of a revision- application with appropriate fee) and granted by this Coffice. i Any of the following shall also be grounds for removal of this Acceptance: Unsatisfactory performance of this product or process. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. t the Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 1 (`his Notice of Acceptance consists pages I, through 5 this last page. ENI) OF TI IIS ACCEPTANCE Page 5 of 5 rank Zuloaga, RRC Roofing Product Control Examiner 4 It .3 ;! 7j f, y 'MOTI ROOF TILE Testw•ell Craig iLaboratories & Consultants, Inc. 'OTHER i a Testwell Craig Laboratories & Consultants, Inc. 1': TESTS: Test Agency Test Identifier Lab 4 QC -5 Lab : QC -6 Tech: NI. Presciti I. Notice or Acceptance number 01- 0103.03. C -1 ACCEPTANCE No.: 01- 0103.03 APPROVED: February 01, 2001 EXPIRES: February 01, 2006 NOTICE OF ACCEPTANCE: EVIDENCE Stil3N11TTEl) Test Name /Report Date Static Uplift Testing May 1995 PA 101 (Mortar Set) Physical Properties May 1995 PA 112 Frank Zuloaga, RRC Roofing Product Control Examiner MIAMI•DA DE PRODUCT CONTROL NOTICE OF ACCEPTANCE Andersen Corporation 100 Fourth Avenue North Bayport ,MN 55003 -1096 The expense of such testing will be incurred by the manufacturer. APPROVE' 0 1/04/2001 \\s045000 I \pc20E Internet ntai dates \notice acceptance cover page.dot ess: postmaster a,buildinicodeonline.com MIAMI -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 CONTRACTOR 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 FAN (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series "Perma- Shield" Vinyl Clad Wood Casement Windows - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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. 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 Building Code. ACCEPTANCE NO.: 00- 1213.01 EXPIRES: 06/22/2003 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. Francisco J. Quintana, R.A. Director Miami -Dade County Building, Code Compliance Office 1- lomepage: http : / /ww‘N.huiltlin2codeonlinc.com Andersen Corporation ACCEPTANCE No. : 00- 1213.01 APPROVED April 4, 2001 EXPIRES June 22, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0916.0, which was issued on June 22, 2000. It approves an outswing wood casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Permashield" Vinyl Clad Outswing Wood Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. DADE- 30872, titled "Unit Assembly, Casement - Impact" Sheets 1 through 6 of 6, prepared by manufacturer, dated 6/1/99, with revision "D" dated 12/06/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. --) Manu 11 Perez, P.E. Product 6nt1•ol Examiner Produ t , ontrol Division 2 Andersen Corporation ACCEPTANCE No. : 00- 1213.01 APPROVED April 4, 2001 EXPIRES June 22, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; h) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manuel erez. P.E. Product C�n'rol Examiner Product ntrol Division END OF THIS ACCEPTANCE 3 I • I CXW14 • v J 1 +60/ �,. \'/ `.`````` ''''''' -'_---_---'^��'---------_--------------_-----_-' --------- � // ``` ''''' ' ''' 1 +60/ 1 I • I CWI55 CXW145 +60/ -64 CXW14 +60/ -64 CXW135 +60/ -64 CXW13 +60/ -64 CWI6 +S0/ -52 CWI55 450/ -52 CWIS +64/ -68 CWI45 +67/ -82 CW14 +67/ -82 CW135 +67/ -82 CW13 +67/ -82 CW125 +67/ -82 CW12 .677 -82 C16 +60/ -64 C155 +60/ -64 C15 +64/ -68 C145 +67/ -82 C14 +67/ -82 C135 +67/ -82 C13 +67/ -82 C125 +67/ -82 Cl? +67/ -82 CNI6 +60/ -64 CN155 +60/ -64 CN15 +641 -68 CN145 +67/ -82 CN14 +67/ -82 CNI35 +67/ -82 CNI3 +67/ -82 CN125 +67/ -82 CN12 +67/ -82 CR16 +60/ -64 CR155 +60/ -64 CR15 +64/ -68 CRI45 +67/ -82 CR14 +67/ -82 CR135 +67/ -82 CR13 +67/ -82 CR125 +67/ -82 CR12 +67/ -82 UNIT OP RATINGS DES. (PST) VENT NG UNIT CXWI45 +60/ -64 CXW14 +60/ -64 CXWI35 +60/ -64 CXw13 +60/ -64 CWI6 +67/ -71 CW155 +67/ -71 CWIS +67/ -71 CWI45 +67/ -82 CW14 +67/ -a2 CW135 +67/ -82 CW13 +67/ -82 CW125 +67/ -82 CWI2 +67/ -82 C16 +67/ -71 C155 +67/ -71 C15 +67/ -71 C145 +67/ -82 C14 +67/ -82 C135 +67/ -82 C13 +67/ -a2 C125 +67/ -82 C12 +67/ -82 CN16 +67/ -71 CN155 +67/ -71 CN15 +67/ -71 CN145 +67/ -82 CN14 +67/ -82 CN135 +67/ -82 CN13 +67/ -82 CN125 +67/-W2 CN12 +67/ -82 CR16 +67/ -71 CR155 +67/ -71 CR15 +67/ -71 CR145 +67/ -82 CR14 +67/ -82 CR135 +67/ -82 CR13 +67/ -82 CR125 +67/ -82 CR12 +67/ -82 UNIT DP RATINGS DES (PST) ∎AT IONARY UNIT MAX. 1EICHT E F-- _ i i 41(// 1 i i i i j _ i ___ _ . ( WIDTH 33. MAX_ UNIT 71.875 MAX. NOTES B r --- 6 GLASS BITE = 4 35 VIEWED FROM EXTERIOR VENTING UNIT C �-- 33 938 MAX. UNIT WIDTH 1-15.000 MAX — B 12.000 MAX. 24.000 0.C. MAX. TYP BOTH SIDES 12.000 MAX. MASONARY TAPCON SPACING AND LOCATION TO BE THE SAME AS WOOD SCREW SPACING AND LOCATION 5 SASH CONSTRUCTION THE WOOD SASH MEMBERS WERE COMPRISED OF PONDEROSA PINE WITH VINYL CLADDING EXTRUDED AROUND THE WOOD PROFILES WITH THE CORNERS MITERED AND WELDED 71.87 UNIT 1. INSTALLATION METHOD WOOD BUCK LOCATE CLIPS AT CENTER OF UNIT HEAD AND SILL. APPLY THE RESPECTIVE NUMBER OF CLIPS PER (INSTALLATION CLIP LOCATION) CHART ON PAGE TWO EOUALLY SPACE CLIPS PER UNIT DIMENSION HEIGHT 4 #8 1" SCREWS PER CLIP. 2 INTO FRAME AND 2 INTO ROUGH OPENING GLAZING METHOD GLASS IS SET FROM THE EXTERIOR AGAINST A TWO COMPONENT SILICONE BED GLAZING SPACERS ARE ADDED BETWEEN CLASS EDGE AND SASH. GLASS IS BACK GLAZED WITH A TWO COMPONENT SILICONE. THEN GLAZING BEADS ARE SNAPPED INTO PLACE 4. FRAME CONSTRUCTION THE WOOD FRAME MEMBERS WERE COMPRISED OF PONDEROSA PINE WITH VINYL CLADDING ADHESIVELY- BONDED TO THE ExTERIOR FRAME MEMBERS WERE COPED AND SECURED WITH THREE STAPLES PEP P PNER 3 GLAZING SPEC IFICAIIONS HEAT STRENGTHENED 7/64 THICK LAMINATED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 3/32 HEAT - STRENGTHENED SHEETS WITH A . 090 GRAY OR CLEAR PV8 INNER LAYER MANUFACTURED FT DUPONT OR SOLUTIA. ANNEALED: 3/8 (392) THICK LAMINATED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 5/32 ANNEALED SHEETS WITH A .090' GRAY OR CLEAR PVe INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA VIEWED FROM EXTERIOR STATIONARY UNIT C 8 A 12/6/00 9/28/00 5/12/00 6/1/99 REVISION 15 000 MAX E APP•+ovE/o.rE 6/1/99 94. 1 Of 6 12.000 MAX. 24.000 0 C MAX. TYP BOTH SIDES 12.000 MAX #Ke 4r €A AS COMPLYING WITH THE q UTb ClWRIOA BUILDING CODE ()ATE AV21I -0 4 -- zit WOOD T NTROL CIVISIO BUILMN ODE COMPLIANCE OFFICE ACCEPTANCE NO 00 -- /2 1 3 • 0 TIME UNIT ASSEMBLY, CASEMENT — IMPACT Andersen Corporation Ba Minnesota 55003 INCSE DRAWINGS UTC PROVIOCO AS • SERVICE T' ANOCPSCN cORPOPAT for rar INC OENCr IT W ITS CUSTOMERS. rlM.l RCSPONSIeILIM1 FOR ACCUR CY Or OCSICO, FINAL SPCC Ir1UT1 DNS. DP + +INGS WO F06 THE ACTUAL INSTALLATION SUGGC STCD Br INCSC ORANINGS LIES NIT, TNC ARCNITECT. ENGINEER ANO /OR CONTRACTOR cOPYRlcrf ANDERSEN CORPORATION 1996 ALL RICNIS RCSERVEO FY DRAWING MIVBER DADE —30872 4 BAR (STRAIGHT ARM) HINGE SPLIT ARM OPERATOR STRAIGHT ARM OPERATOR A STANDARD AND 20 INCH SPLIT ARM HINGE D C 8 A 12/6/00 9/28/00 5/12/00 6/1/99 REVISION ADDITIONAL SCREW NEEDED FOR CW15 -16 TITLE VIEW -A- UNIT ASSEMBLY, CASEMENT - IMPACT TNCSC ORANITCS *RC PROVIOCO AS A SERVICE OR NACKFCSEN CORPORATION FOR THE BENCfIT Or ITS C *STONERS. FINN. RESPONSI OIEITY FOR ACCURACY Or DESIGN. YINAE SPECIFICATIONS. DRAWINGS AND FOR THE ACTUAL INSTALtAT ION SUGGESTCO OT THESE ORANINGS LIES WITH TNC ARCNITCCT, ENGINEER ANO /OR CONTRACTOR COPYRIGHT ANDERSEN CORPORATION 1996. ALL RI GATT S RESERVED APPROVC/DATC 6/1/99 SW. 6 or 6 APPROVED AS COMPLYING WITH THE SOUTH LORIDA BUILDING CODE DA E A -O - .Z..00/ BY PROD T ONTROL DIVISIO BUILD I CODE COMPLIANCE OFFICE ACCE PTANCE NO 00 - z ' 3 _ o Andersen Corporation Bayport. Minnesota 55003 DRAWING NUMBER DADE -30872 CXWI4S 3 48.875 48 000 CXW14 3 44.062 43.188 CXW135 2 36.875 36 000 CXW13 2 32.000 31 125 CW 16 4 67.938 67.062 CW155 4 60875 60000 CW 15 3 55.938 55 062 Cw145 3 48.875 48 000 CW 14 3 44.062 43.188 CW 135 2 36.875 36.000 Cw13 2 32.000 31 125 CW125 I 24.438 23.562 Cw12 1 70 188 19 312 C16 4 67 938 67.06? C155 4 60.875 60 000 C15 3 55.938 55 062 C145 3 48.875 48.000 C14 3 44 062 43.188 C135 2 36.875 36.000 C13 2 32.000 31 125 C125 1 24 438 23.562 C 1 20.188 19 312 CN16 4 67 938 67 062 CN155 4 60 875 60.000 CN 15 3 55.938 55 062 CN145 3 48.875 48 000 CN14 3 44 062 43 188 CN135 2 36.875 36.000 CN 13 2 32.000 31.125 CN125 1 24.438 23.562 CN12 1 20.188 19.312 CR 16 4 67 938 67 062 CR155 4 60 875 60 000 CR 15 3 55.938 55 067 CR145 3 48.875 48 000 CR14 3 44 062 43 188 CR135 2 36 875 36000 CR13 2 32.000 31. CR125 I 24 438 23 562 CR12 1 20 188 19 312 SIZE DES "A OTY CLIPS PER STU GLASS DIMENSION DAYLIGHT OPENING GLASS DIMENSIONS HEIGHI EXTERIOR INTERIOR SECTION A -A VENTING r X 4 OR 2 X 6 - WOOD BUCK OR MASONRY 1 359 SILL HEIGHT 639" MIN. EMBEDMENT TYP. 2" X 4 OR 2 X Er WOOD BUCK OR MASONRY 1/4 MAX r SHIM SPACE TYP. In • n 0 - A O.C. EVENLY SPACED (2)PL. 12.000/2.000 (2)PL EXTERIOR 1 359 SILL HEIGHT 1/4" MAX I r SHIM SPACE ! 1 TYP T11LE UNIT ASSEMBLY, CASEMENT - IMPACT Andersen Corporation Bayport. Minnesota 55003 THESE ORA.INGS ARE PRO•'IOCO AS • SCRVICC IN ANDERSEN CORPORA110« FOR THE SP OR.w I .ND � RESPONSIBILITY I.INSTALLATION ACCURACY UGGE5 ocsise. CO Bt THESE ORARINGS LIES 0110 INC ARCI*ITCCT, ENGINEER .NO /OR CONTRACTOR coP„11GPI w-p1RSCN CORPOR.TION 199E .11 RIG.rIS RESERKO .PPPOVC/O■r( 6/1/99 0141 3 or 6 DRAWING NUY8ER DADE -30872 SECTION D -D STATIONARY 2 x 4 OR 2" X 6 WOOD BUCK OR MASONRY INTERIOR .,„,4114 639 MIN EMBEDMENT TYP 2 X 4 OR 2" x 6" WOOD BUCK: OR MASONRY D C B 12/6/CO 9/28/00 5/12/00 6/1/99 REVISION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE A P21 1 -a 4 - BY II /... �� PRCDU T CONTROL DIVISION BUUL DING CCCE COMPLIANCE OFFICE ArC'= PT3, ;;-C Sin DO / z / 3. 0 1 38 1/4" DIAMETER TAPCON - STEEL - - 37 SCREW. B7 x 5/8" 3620780 STEEL 0.625 0.179 36 JAMB. SIDE 30838 PONDEROSA PINE 3 - 35 JAMB. HEAD /SILL 30835 PONDEROSA PINE 2 - 34 SCREW. Q8 X 1 -3/16 3621825 STEEL 1 158 0.164 33 SCREW. .8 x 5 8" 3622280 STEEL 0.625 0.164 32 STAPLE. 5/16" X 1/4' x . 050" 4220186 STEEL 0.312 0.250 31 SCREW. ,8 x 5/8' 3622305 STEEL 0 625 0.164 30 SCREW. d7 x I -1/32 3622187 _ STEEL 1.031 0.179 29 LOCK. ASSMBLY 30814/30816 STEEL I - 28 SCREW. /8 x 5/8" 3622315 STEEL 0 625 0.164 27 KEEPER 30865 STEEL /NYLON 2 435 0.875 26 SCREW. #6 -20 X 1/2" 362900; STEEL - - 25 GLAZING BEAD 30184 Pvc 0 705 0.998 24 STAPLE. 1/2 x 2 x 16 GA 4220206 STEEL 2 000 0.500 23 BAR. REINFORCED SASH (SIZES 55 k 60) 30871 ALUMINUM 0 230 0.543 22 BRACKET. SASH RH 30492 STEEL 1.727 3.812 21 WEATHERSTRIP, RAIL 30214 PVC 0 490 0 270 20 WEATHERSTRIP. STILE 30213 PVC 0.490 0.270 19 SPACER. GLASS 3876530 VINYL - - 18 SEALANT (DOW CORNING 983 -2) MDS0012 SILI CONE - 17 WATERBAR 30021 VINYL 0 656 0.438 b GLASS. LAMINATED GRAY 04170 - - - GLASS. LAMINATED CLEAR 04171 - - - 15 NAIL. 1 - 1/2 LG BRAD 4235252 GALVANIZED STEEL 1 500 0.059 to SNUGGER. EXTERIOR 30442 ALUMINUM 0643 0.714 13 OPERATOR, STRAIGHT ARM 30812 STEEL 2. 17.687 11.812 OPERATOR. SPLIT ARM 30810 STEEL 2 481 1 2 CLIP. STATIONARY SASH 30053 STEEL 1 624 3.000 It FOAM, WEATHER STRIP 30172 FOAM 0 312 0 - 375 10 HINGE. HEAD 22 30511 STAINLESS STEEL 6.63 6.876 HINGE. HEAD SPLIT 30463 STAINLESS STEEL - - 9 HINGE. SILL 22 30509 STAINLESS STEEL 6 621 6 876 HINGE. SILL 20 30465 STAINLESS STEEL - - HINGE. SILL SPLIT 30461 STEEL - - .9 CLIP. INSTALLATION 3270217 CaWANIZED STEEL - - - SCREWS. #8 x 1 3621074 30468 STEEL PONDEROSA PINE - 0 891 - 2.000 STOP. LOCK SIDE C STRAIGHT ARM STOP. LOCK LH 30846 PONDEROSA PINE 0 891 2.000 „ STOP, HINGE _ 308 PONDEROSA PINE 0 891 2 000 4 STOP, HEAD 30841 PONDEROSA PINE 0 891 2.000 3 STOP. SILL (STRAIGHT ARM) 30845 PONDEROS.A PINE 0 891 2.000 STOP. SILL (SPLIT ARM) 30843 PONDEROSA PINE 0 891 2.000 2 1 SASH 30013 VINYL /PINE - - COVER. FRAME 30023 VINYL - - ITEM NO DESCRIPTION PART MATERIAL HEiGHI WIDTH PART REFERENCE LIST Cxw145 2 1 CXW14 2 1 Cxw135 1 34.781 Cxwl3 1 34 781 CWI6 3 1 CWI55 3 27 219 CW15 3 1 CWI45 2 27 219 CWI4 2 I CW135 2 I CWI3 1 1 Cw125 I 1 CWI2 1 1 C16 3 I C155 3 I CIS 2 I C145 2 I C14 2 I C135 1 1 C13 I 1 C125 1 I CIZ I 22.969 CN16 2 1 CN155 2 1 CN15 2 1 CN145 2 19.344 CN14 1 19 344 CN135 1 19 344 CN13 1 1 CN125 I 19 344 CN12 1 19.344 CR16 2 1 CR155 2 1 CR15 2 1 CR145 2 1 CR14 1 1 CR135 1 I CR13 I 15.844 CR125 1 1 CR12 I 1 SIZE DES INSTALLATION CLIPS PER SIDE INSTALLATION CLIPS PER HEAD /SILL INSTALAIION CLIP LOCATION Cxw145 51 250 34.781 CXW14 46.438 34.781 CXW 135 39.250 34.781 CXW13 34.375 34 781 Cw16 70.312 27 219 CW15S 63.250 27 219 Cw15 58.312 27.219 Cw145 51 250 27 219 CW 14 46.438 27 219 Cw135 39.250 27.219 Cw13 34.375 27.219 Cw1Z5 26.812 27.219 CW 12 22 562 27 219 CI 6 70.312 22.969 C155 63 250 22 969 C15 58.312 22.969 C145 51.250 22.969 CI4 46.438 22 969 C135 39.250 22.969 C 1 3 34 375 22.969 c125 26 812 22.969 C 12 22.562 22.969 CN16 70312 19.344 CN155 63.250 19 344 CN15 58312 19344 CN145 51.250 19.344 CN14 46.438 19 344 CN135 39.250 19 344 CN 13 34.375 19.344 CN125 26.812 19 344 CNI2 22.562 19.344 CR16 70312 15 844 CR155 63.250 15.844 CR15 58.312 15.844 CR145 51 250 15.844 CR14 46.438 15.844 CR135 39.250 15 844 CR13 34.375 15.844 CR125 26 812 15 844 CR12 22 562 15.844 SIZE HEIGHT WIDTH DES SASH DIMENSIONS Cxw145 52812 33.918 CXW14 48.000 33.938 CXW135 40.812 33 938 CXW 13 35.938 33.938 0.416 71.875 28.375 CW155 64.812 28.375 Cw15 59.875 28 375 Cw 145 52 812 28 375 CW14 48.000 28.375 CW135 40.812 28.375 Cw 13 35.938 28.375 Cw125 28.375 28.375 CW 12 24.125 28 375 C16 71.875 2 C 155 64 812 24 125 C15 59.875 24.125 045 52.812 24 125 C14 48 000 24 125 C135 40.812 24 125 C13 35 938 24.125 C 125 28 375 24 125 C 12 24 125 24.125 CN 16 71 875 20.500 CN155 64 812 20 500 CN15 59 875 20 500 CN145 52.812 20.500 CN14 48 000 20.500 CN135 40.812 20.500 CN13 35.938 20.500 CN125 28 375 20 500 CNI2 24.125 20500 CR16 71 875 17.000 CR155 64.812 17 000 CR15 59.875 17.000 CR1 52.812 17.000 CR14 48.000 17.000 CR135 40 812 17 000 CR13 35.938 17.000 CR125 28 375 17.000 CR12 24 125 17 000 SIZE HEIGHT WIDTH DES UNIT DIMENSIONS 37 8 -20 SCREWS, ,I7 x 5/8 ATTACHMENT OF SASH CLIP TO SASH (STATIONARY) 12 4 -10 CLIP. STATIONARY SASH ATTACHMENT OF FRAME TO SASH (STATIONARY) 34 6 SCREWS. #8 X 1 - 3/16' ATTACHMENT OF OPERATOR TO FRAME 33 1 SCREWS 0 x 5/8' ATTACHMENT OF HINGE TO FRAME 26 1 - 3 SCREWS. #6 - 20 X 1/2 ATTACHMENT OF SNUGGER TO FRAME 30 2 - 4 SCREWS. I7 X 1 -1/32' ATTACHMENT OF LOCK TO FRAME 15 4 -5 NAIL 1 _1 /2' X 16GA ATTACHMENT OF STOPS TO FRAME 26 1 -3 SCREWS. 1#6 -20 X 1/2" ATTACHMENT OF SNUGGER BRACKET TO FRAME 18 BEAD ADHESIVE ATTACHMENT OF FRAME COVER TO JAMBS 32 8 -14 STAPLE. 5/166' 1 1/4 X .050' ATTACHMENT OF EDGE OF FRAME COVER TO JAMBS 24 12 STAPLE. 1/2 X 2' X I6GA. ATTACHMENT OF SIDE JAMBS TO HEAD /SILL JAMBS ITEM WV DESCRIPTION LOCATION FRAME FAST NE RS LIST 28 2 -4 SCREWS, #3 x 5/8' ATTACHMENT OF KEEPERS TO SASH 37 8 -20 SCREWS. I7 x 5/8 ATTACHMENT OF SASH CLIP TO SASH (STATIONARY) 18 BEAD SILICONE ATTACHMENT OF GLASS TO SASH 31 14 SCREWS, 08 X 5/8' ATTACHMENT OF HINGE TO FRAME AND SASH ITEM OTY DESCRIPTION LOCATION SASH FASTNERS LIST 3/8 ANNEALED /ANNEALED LAMINATED GLASS CONSTRUCTION (SAFLEX OR BUTACITE) 3/32 HEAT STRENGTHENED .090 PVB 3/32 HEAT STRENGTHENED ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE r - 0 - 2=00 / GLASS BITE 17/64' HEAT STRENGTHENED /HEAT STRENGTHENED LAMINATED GLASS CONSTRUCTION (SAFLEX OR BUTACITE) DETAIL -Z- FRAME JO,NING C B A 12/6/00 9/28/00 5/12/00 6/1/99 REVISION TITLE UNIT ASSEMBLY, CASEMENT - IMPACT Andersen Corporation Bayport, M.nnesoIo 55003 TNC SC ORA.INGS Hat PROVIDED AS • SCRVIC( T •M•ERSCN CORPORATION (OR THE BENCrII Or ITS CUSTOMERS ( IHAL RESPONSIBILITY rOR ACCURACY Of DESIGN. rINAL SPEC IFICA IONS, DRAWINGS AHO 'OR THE ACTUAL INSTALLATION SUGGESTED BT THE SE DRAWINGS LIES WIT. THE ARCHITECT ENCINECR Arm /OR CONTRACTOR COPYRIGHT ArgCRSCN CORPORAIION 1 99E ALE RIGHTS RESCRYCO •PPROYEiDAIC 6/1/99 SHl 2 of 6 Maw/NC NUMBLR DADE -30872 0.435' BY PRCD'I ..T ( ` ITROL DIVISIO BUILD:NO CODE COMPLIANCE OFFICE ACCEPTANCE- 1 . ;0 60 /G /S. o I 10 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Andersen Corporation 100 Fourth Avenue North Bayport MN 55003 -1096 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1019.01 Expires:05 /19/2003 Approved: 05/ 19/2000 Internet mail address: postmasters @buildingcodeoniine.com MIAMI -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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEP1ENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Single Outs wing Fiberglass clad Wood French Door- Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /wNNA.huildingcodeonline.com Andersen Corporation 4. INSTALLATION 4.1 The outswing wood door or fixed lite and its the approved drawings. 4.2 Hurricane protection system (shutters): the protection system. ACCEPTANCE No.: 99- 1019.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 1 9 2000 . MAY 1 9 2003 1. SCOPE 1.1 This approves a fiberglass clad outswing wood door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRO 113 UCT DESCRIPTION 2.1 The Series single outswing fiberglass clad Wood French Door or single Fixed lite —Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. Dade -FWO- Impact, titled "FWO Single" dated 08 -06 -99 and revised on 4 -20 -2000, prepared by manufacturer, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door or single sidelite only, as shown in approved drawings. components shall be installed in strict compliance with installation of this unit will not require a hurricane 5. LABELING 5.1 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 ". 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 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1 cka•l I. LItivicl. Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 2 of 3 q Andersen Corporation ACCEPTANCE No.: 99- 1019.01 APPROVED MAY 1 9 2000 EXPIRES : MAY 1 9 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 1 sk., \ . Ishaq I. dhanda, P.E., Product Control Examiner Product Control Division 3 of 3 FWO -31805 4-62/-77 PSF FWO -29805 +62/ -77 PSF FWO -2780S +62/ -77 PSF FWO -21805 +62/ -77 PSF FW0- 31611S +62/ -77 PSF FWO- 29611S +62/ -77 PSF FWO- 276115 +62/ -77 PSF FWO- 21611S +62 -77 PSF FWO -31685 +621 -77 PSF Fwo -2968S +62/-77 PSF FWO -2768S 4 PSF FWO -21685 +62/ -77 PSF UNIT OP RATINGS FW0- 31611A +62/ -77 PSF FW0- 29611A +621 -77 PSF FWO -2761 IA +62/ -77 PSF Two -3168A +62/ -77 PSF IWO -2968A +62 -77 PSF TWO -2768A +62/ -77 PSF UNIT DP RATINGS FWO -318OA +62/ -71 PSF FWO -2980A 4-62/-71 PSF FWO -2780A +62/ PSF UNIT DP RATINGS 82.313 MAX. UNIT HEIGHT NOTES: RECIVER HOOKBOLT (35.316) 1.496 B d RECIVER HOOK BOLT (32.677) RECIVER H 00K BOLT (6.373) MAX 4.537 A 36.668" / / \ \ FW031611 ACTIVE J 33. O.C. 17.000" MAX. BOTH 36.125 MAX. UNIT N1DTH 10.000' A , 10.000' r - A - - -.J VIEWED FROM C C EXTERIOR 5. WEATHERSTRIPPING: ONE ROW OF SAN TOPRENE BULB Al THE PERIMETER OF THE PANEL 6. CLASS BITE: A 0.563 GLAZING BITE TIAS UTIUZED ON ALL UNIT S. 8.000' MAX 000" MAX O.C. TYP SIDES 8.000 MAX. 7.000" MAX 3. FRAME CONSTRUCTION: CORNERS ARE COPED. BUTTED, CLUED AND THEN FASTENED USING FOUR 010 X 2.500 LONG SCREWS PER HEAD JAMB CORNER AND FOUR 410 X 2.500" LONG SCREWS PER SILL JAMB CORNER. 4. PANEL CONSTRUCTION: THE WOOD PANELS CONTAIN BLIND MORTISE AND TENON. DOWEL. SCREWED AND GLUED CORNER CONSTRUCTION. METAL PANEL -FRAME ATTACHMENT CUPS ARE LOCATED 10 FROM CORNERS & IT O.C. MAX. (STATIONARY UNITS ONLY). 95.435 MAX UNIT HEIGHT 36.125 MAX. UNIT WIDTH 10.000' 1 0.000` MAX. r - •= 3- 1 D - 1 MAX. FW03180 STATIONARY ID VIEWED FROM EXTERIOR 1. INSTALLATION METHODS: THE SILL IS SET IN SILICONE BACKBEDDINC THE HEAD IS SECURED IN THE ROUGH OPENING USING 2 (110 X 3" SCREWS. SPACED 10" FROM EACH JAMB. THE LOCK KEEPER SCREWS ARE LOCATED ONE PER TOP AND BOTTOM KEEPER. AND TWO PER MIDSPAN KEEPER. 2. GLAZING SPECIFICATIONS: THE UNITS ARE GLAZED WITH .410 AST}J NOMINAL (.392 ANDERSEN NOMINAL) GRAY OR CLEAR LAMINATED GLASS. COMPOSED OF ONE 5/37 THICK HEAT - STRENGTHENED GLASS SHEET WITH A .090" PVB INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA. AND ONE 5/3r THICK HEAT -STRENGTHENED CLASS SHEET. GLAZING METHOD: GLASS IS SET FROM THE INTERIOR AGAINST THE SILICONE BEDDING AND THEN THE CLASS IS BACKG AZED WITH SILICONE, WOOD STOPS ARE USED ON THE INTERIOR, SECURED WITH 125d FINISHING NAILS SPACED 8" ON CENTER. 14.000 O.C. MAX TYP BOTH SIDES 6.0001 MAX. 95.438' MAX. UNIT HOCK RECNER HOOKBOLT (48.441) 1.496 RECIVER HOOKBOLT (32.677) RECIVER HOOKBOLT (6.373) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BBUILDING CODE DATE_- ���><� 9! 249" BY IS I - Ka PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 99 /0,0 0_ 36.125 MAX UNTT WIDTH 10.000" 10.000` MAX. r - 1 A -- 1 mAX. B L4 /20/00 Al B/6/99 REVISION l \ \ V ,\ \ 4.537 FW03180 ACTIVE l i A 36.6 68" / / i I / / I A - C VIEWED FROM EXTERIOR I Till! UNIT, ASSEMBLY - IMPACT FWO SINGLE Avv*o c/Dat NtA/6CR 4/20/00 SHE 1 or 4 14.000" O.C. MAX TYP BOTH SIDES 6.000" MAX. Andersen Corporation Bayport, Minnesota 55003 8.000" MAX. 27.000 0.C. MAX. 8.000" MAX. �eoa s DlUaw . 1 oCW.0 NST i[d Br * ( ORA= KC S 1115 t:I TH THE ARCH TECT. EMOIEER MO/ OR COMAAaTo& Coavwo.T aaOCSISCN mavonMOM 100 G. ALL ROBS RES RLO. DADE -FWO- IMPACT FWO -3180 26.000 24.875 36.125 FWO- 2980 22.000 20.875 32.125 FWO -2780 20.000 18.875 30.125 FWO -2180 14.375 13.250 24.500 FWO -31611 26.000 24.875 36.125 FWO- 29611 22.000 20.875 32.125 FWO -27611 20.000 18.875 30.125 FWO -21811 14.375 13.2.50 24.500 FW0 -3168 26.000 24.875 36.125 FWD- 2968 22.000 20.875 32.125 FWO -2768 20.000 18.875 30.125 FWO -2168 14.375 13.250 24.500 UNIT DES. CLASS DIMENSION DAYLIGHT OPENING UNIT DIMENSION WIDTH 2 X 6' SPF 1 112 WOOD BUCK Y X 6' SPF (J2 WOOD BUCK SECTION E -E STATIONARY UNITS INTERIOR EXTERIOR 24.875 MAX. DAYLIGHT OPENING 26.000' MAX. GLASS DIMENSION 34.500" MAX. PANEL WIDTH 38.125 MAX. UNIT 1VIDT1-6 SECTION B -B ACTIVE UN RS INTERIOR 1/4 MAX. SHIM SPACE 1/e MAX. SHIM SPACE MIN. EMBEDMENT 1.430' (7 DIAMETERS) MIN. EMBEDMENT 1.430 (7 DIAMETERS) 2" X d SPF 2 WOOD BUCK EXTERIOR 24.875 MAX. DAYLIGHT OPENING 26.000' MAX. CLASS DIMENSION 34.500° MAX. PANEL WIDTH 36.125 MAX. UNIT WIDTH MUD' B 4 20 00 99 REVISION R11E UNIT. ASSEMBLY - IMPACT FWO SINGLE Andersen Corporation Bayport, Minnesota 55003 OAAgPCf UCE tITH 111•CE lApOTEC% E QMEER 040/OR COMMRACTOR_ mvvmavr AA9CIMM COW+OVATCOM IOOQ ALL 6110.03 sosnsca. UMW Eiss r rQR"T,CWSU X 4/20/00 srt. 4 or 4 ORAING RLD18CR DADE -FWD- IMPACT 7 X 6' SPF 42 WOOD BUCK APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE T /� 2 Ooo BY ISLA -1 1 •L l^c PRODUCT CONTROL DIVISION BUN DING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 7O/ O/ FWO -3180 80.562 79.500 95.437 FW0 -2980 80.562 79.500 95.437 FWO -2780 80.562 79.500 95.437 FWO -2180 80.562 79.500 95.437 FW0-3161 1 67.437 66.375 82.313 FWO -29611 67.437 66.375 82.313 FWO -27611 67.437 66.375 82.313 FWO -2161 1 67.437 66.375 82.313 MO- 31613 64.562 63.500 79.437 FWO -2968 64.562 63.500 79.437 FWO- 2768 64 83.500 79.437 FWO- 2168 64.562 63.500 79.437 UNIT DES. CLASS > DIMENSION DAYUGHT OPENING UNIT DIMENSION H EIGHT I1 95.438 MAX. UNIT HEIGHT (82.313 FOR 611 HEIGHT) 04.069" MAX. PANEL HEIGHT (80.944 FOR 611 HOCHT) (66.375 FOR 611 HEIGHT) 1/8" MIN. SIUCONE BEAD FULL LENGTH OF SILL 79.500' MAX EXTERIOR INTERIOR DAYLIGHT OPENING x 6' SPF /2 WOOD BUCK SECTION A -A ACTIVE UNITS 2 X 6" SPF 172 WOOD BUCK 1.250 1/4 MAX. SHIN SPACE MIN. EMBEDMENT 1.430 (7 DIAMETERS) 95.438" MAX. UNIT HEIGHT 94.069' MAX. PANEL HEIGHT 80.56T MAX. GLASS DIN. 79.504 MAX. DAYLIGHT OPENING 1 1/8' MIN. SILICONE BEAD FULL LENGTH OF SILL EXTERIOR 36 INTERIOR SECTION D -D 2" X 6" SPF #2 WOOD BUCK STATIONARY UNITS 2"Xr SPF #2 WOOD BUCK f 1.250 MIN. EMBEDMENT 1.430 (7 DIAMETERS) 1/4 MAX. SHIM SPACE .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) B 4/20/00 A 8/6/99 REVISION 5/32" HEAT STRENGTHENED .563' GLASS BITE .090" PVB .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) HEAT - STRENGTHENED LAMINATED CLASS CONSTRUCTION. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D T F ZL4 -7 7/ 2 Oo o 5'i JSL.� 1 . Ll.ti1,1t PRODUCT CONTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. __99 0/ OTU: UNIT, ASSEMBLY - IMPACT FWO SINGLE 5/3T HEAT STRENGTHENED Andersen Corporation /1�StOI'BBayport. Mirn,esota 55003 - Mier N er $PFLYIGITONS. PiA MNCS MIO ro* A1C �AQR ORMANCS u6 IN TN TIE ML1i1Ea. CHOKER MID/ OR CONTRACTOR. 031 AN CORPoRanON IOOq ALL R164IS ROB CO. MR,OK/ORL 4/20/00 sHr. 3 of 4 0RAWNG PUN 8CR DADE -FWO- IMPACT 42 SCREW, (#10 -24 UNC X .500 PH FL SS, SND 3622198 STEEL - - SCREW. #10 -24 UNC X .500 PH FL S5. TT 3622197 STEEL - - SCREW. #10 -24 UNC X .500 PH FL. SS. WIT 3622196 51E11 - - 41 3 POINT LOCKING MECHANISM 52104 STEEL - - 40 PLATE, HINGE SUPPORT 57028 STEEL 3.217 3.900 39 CUP. ATTACHMENT - IMPACT 57075 STEEL GALV. - - 38 SCREW. #8 -18 X 1' 3620910 STEEL - - 37 STAPLE. 1/2' 3/4 16GA 4220220 STEEL - - 36 FILLER. STAT IONARY PANEL 57056 PVC 1.366 0.387 35 PANEL, SILL STOP 57005 PONDAROSA PINE 0.670 0.670 34 SEALANT MOS0034/35/36 SIUCONE - - 33 SCREW, J 8 X .500" 3269050 STEEL - - 32 SCREW, /110 X 2.500' 3621230 SIL=L - - 31 RIGHT. SILL LOCK 57014 POLYPROPLENE 1.301 1.557 30 LEFT. SILL LOCK 57013 POLYPROPLENE 1.301 1.557 29 STOP, GLAZING STILE 51196 PONDAROSA PINE 0.870 0.875 28 STOP, GLAZING RAIL 51195 PONDAROSA PINE 0.870 0.175 27 SCREW. #10 X 3.000' PK00170 STEEL - - 26 SPACER. 1.000 GLASS 20065 PVC 0.375 0.188 25 PANEL, STOP HEAD 57025 PONDAROSA PINE 0.679 1.500 24 PANEL STOP SIDE 57041 PONDAROSA PINE 0.679 1.500 23 SEALANT (DOW CORNING) MDS0012 SIUCONE - - 22 WATERBAR. TOP RAIL 57046 POLYPROPYLENE 0.480 0.450 21 NAIL 1.500' X 18 CA. 20093 STEEL GALV. 1.500 .049 20 SEALANT (DOW CORNING) MDS0012/33 SIUCONE - - 19 FILLER. RAIL TOP 57012 FIBERGLASS 1.644 1.572 18 FILLER. RAIL BOTTOM 57011 FIBERGLASS 1.644 1.952 17 FILLER, LOCK STILE 57010 FIBERGLASS 1.118 0.688 16 FILLER. HINGE STILE 57009 FIBERGLASS 1.118 1.609 15 W /S, GASKET 52172 SAN TOPRENE - - 14 RAIL TOP 52171 PONDAROSA PINE 4.438 1.719 13 RAIL BOTTOM 52173 PONDAROSA PINE 8.594 1.719 12 STILE, HINGE 57022 PONDAROSA PINE 4.113 1.719 11 S11LE, LOCK 57023 PONDAROSA PINE 4.113 1.719 10 LAMINATED CUSS 04170 - - - 9 FLANGE, HEAD 16073 VINYL 2.166 0.394 8 FLANGE. SIDE 16073 VINYL 2.166 0.394 7 SEALANT MD50034/35/36 SILICONE - - 6 HINGE ASSEMBLY 57049/50 ZINC STEEL - - 5 SILL ASSEMBLY 57027 VINYL /ALU 1.147 5.265 4 JAMB. SIDE 57019 PONDEROSA PINE 1.234 4.202 3 COVER, JAMB SIDE 57031 FIBERGLAS'S 1.210 2.911 2 JAMB. HEAD 57018 PONDEROSA PINE 1.234 4.202 1 COVER. JAMB HEAD 57030 FIBERGLASS 1.210 2.911 ITEM N0. DESCRIPTION PART MATERIAL HEIGHT WIOTN DRAWING REFERANCE UST 10 -14 CUP. STATIONARY PANEL ATTACHMENT FRAME TO PANEL (STATIONARY ONLY) 20 -24 SCREW, /8 -18 X 1" ATTACHMENT OF CUP TO FRAME (STATIONARY ONLY) BEAD SIUCONE ATTACHMENT OF SIL TO ROUGIT OPENING BEAD SILICONE ATTACHMENT OF HEAD TO SIDE JAMBS BEAD SIUCONE ATTACHMENT OF SILL TO SIDE JAMBS 4 SCREWS, 8 X .500E ATTACHMENT OF Sill LOCK 70 SILL & SIDE JAMBS 4 SCREWS, 6 X .625 ATTACHMENT OF CORNER LOCKS TO HEAD & SIDE JAMBS 12 -16 SCREWS, 8 X .625" ATTACHMENT OF HINGE SUPPORT PLATE TO FRAME 2 SCREWS. 10 X 1.000' ATTACHMENT OF HOOKBOLT RECIVER TO FRAME 12 - 16 SCREWS. 10 X .500" ATTACHMENT OF HINGES TO FRAME 2 SCREWS, 10 X 1.000" ATTACHMENT OF LATCH RECIEVER TO FRAME 8 SCREWS 10 X 2.500" ATTACHMENT OF HEAD JAMB TO SIDE JAMB B SCREWS / 10 X 2.S0O" ATTACHMENT OF SILL TO SIDE JAMB SNAP SNAP ITT ATTACHMENT OF SIDE JAMB COVER TO SIDE JAMB SNAP SNAP FR ATTACHMENT OF HEAD JAMB COVER TO HEAD JAMB OTY. DESCRIPTION LOCATION FRAME FASTENERS UST 20 - 24 SCREW. #8 - lB ■ 1" ATTACHMENT OF CUP TO PANEL (STATIONARY ONLY) BEAD SILICONE ATTACHMENT OF TDP RAIL TO STILES BEAD SIUCONE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NAIL 1.500' ATTACHMENT OF INSDIE CLASS STOPS TO PANEL 4 NAIL 1.500' ATTACHMENT OF INSIDE HEAD & SILL GLASS STOPS TO PANEL 13 -14 SCREWS. #8 X 2.000' ATTACHMENT OF LOCK MECHANISM TO PANEL 6 -8 SCREWS /10 X 1.500" ATTACHMENT OF HINGES TO PANEL 2 SCREWS 110 X 5.000 ATTACHMENT OF RAILS TO STILES 2 DOWEL FLUTED 6.500 ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL FLUTED 5.000P ATTACHMENT OF TOP RAIL TO STILES OTY. DESCRIPTION LOCATION PANEL FASTENERS LIST FWO -3180 2 7 11 FWO -2980 2 7 11 FWO - 2780 2 7 11 FWO - 31611 2 5 9 FWO -29611 2 5 9 FWO -27611 2 5 9 FWO - 3168 2 5 9 FWO -2968 2 5 9 FWO -2768 2 5 9 UNIT DES. / OF SCREWS THROUGH HEAD JAMB / OF SCREWS THROUGH HINGE JAMB t OF SCREWS THROUGH LOCK JAMB AC1TVE UNITS FWO- 3180 34.500 94.069 FWO- 2980 30.500 94.069 FWO - 2780 28.500 94.069 FWO -2180 22.875 94.069 FW0- 31611 34.500 80.944 FWO - 2961 1 30.500 80.944 FWO -27611 28.500 80.944 FWO -21611 22.875 80.944 FWO 3168 34300 78.069 FWO- 2968 30.500 78.069 FWO -2758 28.500 78.069 FWO- 2168 22.875 78.069 PANEL DES. WIDTH HEIGHT PANEL DIMENSIONS FWO -3180 36.125 95.438 FWO -2980 32.125 95.438 FWO - 2760 30.125 95.438 FWO -2180 24.500 95.438 FWO- 31611 36.125 82.313 FWO - 29611 32.125 82.313 FWO -27611 30.125 82.313 FWO -21611 24.500 82.313 FWO - 3168 36.125 79.438 FWO -2968 32.125 79.438 FWO -2768 30.125 79.438 FWO -2168 24.500 79.438 UNIT DES. WIDTH HEIGHT UNIT DIMENSIONS FRO -3180 2 7 FWO -2980 2 7 FWO -2780 2 7 FWO -31611 2 5 FWO -29611 2 5 FWO -27611 2 5 FWO - 3168 2 5 FWO -2968 2 5 FWO -2768 2 5 UNIT DES. ft OF SCREWS THROUGH HEAD JAMB / OF SCREWS THROUGH U1 & RH JAMB STATIONARY UNITS A EWE ED ED ED `a L9 L1 L1 [ 4 r C VIEW C -C ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS (rt/f7� B 4 20/00 A REVISION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE . u _ 'Vc //� J yy ZOo 0 B1 1 sis". 1 1. PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g - /P / ?. �l 111LE UNIT, ASSEMBLY - IMPACT FWO SINGLE Andersen Corporation pAO,y�w � Booypootl, Minnesota 55003 SI O!_ ry � C � sAconc ONS.'P �I1�SCT INc RS R�� NC UTI COL P 1CGCM l OMISNGS UCS 114TH TIC APO4TEC1, C1ONECR MIO/OR COMRACI0& coo,aGHT ANQRSCN CIX0:00AIJ01.4 1.00. ALL 03Q-4f 013II7K0. AVWIDK/Wt 4 /20/00 sm. 2 of 4 ORAMNG NLNBFA DADE -FIND- IMPACT PERMIT NO, ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT • SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. SubJed to compliance with alt Federal, State, County, Vane rotes and regcdaticns. VHlage mantas no responsibility for accuracy otlor resutts tram these plans. 2. This copy of plans moat be aval(ebte ca building site or no Inspection wilt be conducted. • JOB ADDRESS APPLICANT PHONE # APPLICATION ft l SHEET OF /2) MISCELLANEOUS fi 6 / 1 � / DATE di y.es GA1reic,6Vov' CRITllQ Y E SHEET �,�fN1 dVl� COMMENTS IN O AEU 1 IDA) Celtnri C PSO - Ceik , Siti bm 1 I Prod IA C/ AJ7b rova s v Co.5eym e n J bJ/k140ws, Flxed wrvtoloces, pa0r• JS rtl ravels Y? 1 / (las1 5 Frew c , INITIALS CONTRACTOR Name ;4ii I I /, '. / (0 .� .1 ji License No. G (5 e 0018538 Address 04 NW 6 Tr) fl M A jp-el I n 331(08 Telephone (j( 0 4Fax 688q 550 Qualifier Name Eddie T51d if on PROPERTY OWNER Name M cgo N A`^vo� 0 �� Address 91 NE cl 51r NdaH1 S es FI 331M Home Telephone lab ` � Business Telephone (030)) & ' O4L . Fax TYPE OF MANAGEMENT (/ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'! Detachment Other C " e p OJR1l permit f rom thc l\Lariii bores ` \ illa ci iV °'1'RUCTIONS - 7 he follovi int steps 'must be , lal.cn to obtaa n a Step 1. Step 2. Submit the completed application with all necessary processing of your application, you may be asked to Folio Number 1 I 32($ e 0I3 — 01 V Lot 20 ¢ 2 J Block i) Subdivision pp PB PG Current Use of Property R I (J1 I Proposed Use of Property 4 I ()Antic!! Tenant Information Complete the attached permit application which print or type to allow for a more accurate processing along with this permit application. Address ]PERMIT TYPE (�/ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Apt. ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. ()P' 2 0D, "242 Subsidiary Permit No. ,= ;� ' — �© ca must be signed by the property owner and q B ualifier. Both signaturs must be notariz e ed. Please of your application. If roofing work will be done, a roofing application must be submitted documents to the Building, Planning and Zoning Department for processing. During the submit additional information. State 33 Zip PERMIT CHANGE ( ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Description of Work , ' � _ . ° Zoning Linear eet Square Feet Units Floors aakie of Work 00 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. A FFI DA\'l'I' - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner -,� Signature of Contractor / Qualifier ��' -/71 � 0✓L� -i, Edd i 02- J- 560T . Print Name Sworn to and subscribed before me this day of .200 2. . Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida eublic a. ' Cristina Hue * *My Commission CC896557 E Tres December 19, 2003 SEAL: Personally known OR, Produced Identification Type of Identification Produced: Signature of Notary Public - State of Florida SEAL: Personally known p.,,, Cristina Hue ;t* b'►y Commission CC896557 Nn e . Exp es 4 .: a PERMIT APPLICATION mbe 19,2 , jetairtation OR, Produ- Type of Identification Produced: Miami Shores Village 10050 NE 2nd Avenue Local Phone: 305 - 688 -9550 Fees: FEE2002 -1793 FEE2002 -1897 Permit Status: Approved Permit Expiration: 9/24/2002 Signed: Building Permit Per iat Number: Phone: 305 - 795 -2204 Printed: 4/3/2002 Applicant: MYRON Owner: NOVAK Contractor ALL IN ONE PROPERTY SERVICE ess: NOVAK MYRON Description Amount CCF $1.20 Building Permit Application Fe$60.00 Total Fees: $61.20 14040 NW 6 CT Construction Value: Work: RE ROOF ADDITION COLORTHRU TILE MATCH EXISTING HOUSE P2002 -635 Page 1 of 1 MIAMI SHORES VILLAGE NOTICE Owner is Responsible for Maintenance of All Village Sidewalks as per Village of Miami Cellular: Shores Code of Ordinances, Including Driveways, Caused By Current Construction Activities. HOR S SEC 1 AMD PB 10 -70 LOT 20 & 21 BLK $2,000.00 Total Fees: $61.20 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. Parcel # 1132060131010 Legal Description: MIAMI S 7 LOT SIZE Job Address: 71 NE 97 ST 100.000 This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employ (INSPECTOR) BY: 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: 2- 8 -02; 2:O6PM;ENTEGRA ROOF TILE CO ' 1 IA M %India 13° Flat PRODUC CONTROLNOTICE OF ACCEPTANCE Entegra Roof Tile Corporation 1201 N.W, 18 Street Pompano Beach ,FL 33069 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1106.03 EXPIRES: 12/07/2005 APPROVIElD : 12/07/2000 1 4045000I1pc2000 11namplateslnocice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com :305 863 0079 tt t/ 7 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1553 (303) 375 -2901 FAX (305) 375 -2902 CONTRACTOR LICENSING SECTION (30s) 374 - 2427 FAX (305137s-25U CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.2906 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (30$) 3724339 Your application for Notice of Acceptance (NOA) of Skandia Roof Tile wider Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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, 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 Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERMI C BUILDING CODE & PRODUCT REVIEW COMMITTK 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. Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Compliance Office Homepage: hitp://www.buildingeodeonline.corn 2 8 - 02; 2:O6PM;ENTEGRA ROOF TILE CO ENTEG . ROOF TILE CO i" "OIBATBON ACCEPTANCE No.: 00- 1106.03 APPROVED: Decenabetr 7. MO EXPIRES: Decent'." a- 7, 2005 NOTICE OF ACCEPTANCE: STANDARD CON 'alITIOI' S fl. SCOPE This approves roofing system using Entegra "Skandia" Concrete roof tile as manufactured by Entegra Roof Tile Corporation, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. The attachment calculations for a two patty system shall be done as an moment based system. Category: Sub Category: Materials: 2. PR S DUCT DESCRIPTR Skandia manufactured by Annlicant Trim Pieces Roof Tile Mortar ("TileTiteTPO") Roofing Flat Profile Tile Concrete N/A Q, IDimensinns 1=16 K" w = 13" ''A" thick 1= varies w = varies Test Stecifications PA 112 2.1Compoaaetnts or products manufactured Test Product Dimensions Specifications Roof Tile Adhesive NSA See NOA ( "Polyproe AH160") Roof Tile Adhesive Factory premixed TileBond canisters See NOA PA 123 2 by others PA 112 Accessory trim, concrete or clay roof pieces for use at hips, rakes, ridges and valley terminations. Single component polyurethane foam roof tile adhesive ;305 863 0079 # 2/ 7 Product Peserloaion Flat profile concrete roof tile for direct deck or battened nail -on. Product Description Two component polyurethane adhesive designed for adhesive set roof tile applications. Manufacturer Polyfoam Products, Inc. Flexible Products (with current NOA) Prepared mortar mix designed Bermuda Roof for mortar set ro • til e. with applicati g)a C current N. ga, R.RC - Roofing Product Control Examiner 2- 8 -02: 2:O6PM;ENTEGRA ROOF- I ILE CO ENTECRA ROOF TILE CO P roduct Roof Tile Mortar ('Quikrete® Roof Tile Mortar N1140") Roof Tile Mortar C•BONSAI.® Roof Tile Mortar Mix ") Wood Battens Tile Nails Tile Screws Hurricane Clip & Fasteners 3. LIMITATIONS ., It ORATION ACCEPTANCE No.: 00- 111106.03 APPROVED: December 7.2000 EXPIRES: 'sl >ccurrther 7.2005 NOTILCE OF ACCEP'T'ANCE: STANDARD CONDITIONS Dimensions N/A N/A vertical min. 1 "x4" kgriggial min. 1" x 4" for use with vertical battens or rain. I" x 2° for use alone min. 10.1 x 3° #8 x 2 '/a" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter C min. tic" width min. 0.052" thick Test Product SPecircations (Description PA 123 Prepared mortar mix designed for mortar set roof tile applications. PA 123 Prepared mortar mix designed for mortar set roof tile applications. Wood Preservers Salt pressure treated or decay Institute LP -2 resistant lumber battens PA d 1 Appendix E PA 114 Appendix E PA 114 Appendix E 3.1 Fire classification is not part of this acceptance 3 Conia.ciwi nrsisttat, screw or annular ring shank nail Corrosion resistand coated, square drive, galvanized. coarse thread wood screw Corrosion resistant bronze, aluminum. stainless steel. galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. ;30S 863 0019 tt 3/ 7 Manufacturer Qu ikrete Construction Products with Current NOA W. It Bonsai Co. with current NOA genetic senecie generic generic ran Zuloaga, RRC Roofing Product Control Examiner Table 2: Restoring Moments due to Gravi - M. (ft-lbf) Tile Profile r:12" 4 ":12" 5 ":12" 6 ":1a" Greater than r :12" A (ft) Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Entegra Skandia 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A 2- 8 -02; 2:O6PM;ENTEGRA ROOF TILE CO ;305 863 0079 tt 4 ENTECIRA ROOF TILE CORPORA' %ON ACCEPTANCE No. 00- 1106.03 APPROVED: December 7. 2000 EXPIRES: December 7, 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA. 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance O ffice for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. fNSTAILILAT1ION 4.1.1 "Entegra Roof Tile Corporation Skandia Flat ", . and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 4 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X ON) Tile h (ft') A (ft) Profile Batten Application Direct Deck Application Skandia 0.267 0.289 2- 8 -02; 2:O6PM;ENTEGRA ROOF TILE CO ;305 863 0079 tt 4 ENTECIRA ROOF TILE CORPORA' %ON ACCEPTANCE No. 00- 1106.03 APPROVED: December 7. 2000 EXPIRES: December 7, 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA. 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance O ffice for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. fNSTAILILAT1ION 4.1.1 "Entegra Roof Tile Corporation Skandia Flat ", . and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 4 Frank Zuloaga, RRC Roofing Product Control Examiner 2- 8-02; 2:06PM:ENTEGRA ROOF TILE CO ENTEGe' a ROOF TILE COt' ORATION ACCEPTANCE No.: 00- U06.03 APPROVED: December 9, 2000 EXPIRES: December 9, 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tile Profile Sonde Tile Profile Table 3: Attachment Resistance Expressed as a Moment - M, (ft -lbf) for Nail -On Systems Fastener Type Direct Deck Direct Deck (min 15132" plywood) (min. 19132" plywood) 2-10d Ring Shank Nails I -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Rave Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Save Clip) Adhesive 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Skandia 2. See manufactures component approval for Installation requirements. 3. Flexible Products Company TileBond Average weight per petty 13.9 grams. Polyfoarn Product, Inc. Average weight per patty B grams. 5 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 :305 863 00/9 31.3 oaga, RRC Rooting Product Control Examiner Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 34.8 72 2 2 Ring Shank Nails° 50.3 63.5 1 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of the. Table 4: Attachment Resistance Expressed as a Moment Wi (ft -ibl) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -lhf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandia PolyProTM 1 18.9; Skandia PolyProTM 40 4. La , e ' add 5 . Medium paddy • lacement of 45 a rams of Pol Pron.. placement of 24 grams of PoIyPron' 2- 8-02; 2:06PM:ENTEGRA ROOF TILE CO ENTEGe' a ROOF TILE COt' ORATION ACCEPTANCE No.: 00- U06.03 APPROVED: December 9, 2000 EXPIRES: December 9, 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tile Profile Sonde Tile Profile Table 3: Attachment Resistance Expressed as a Moment - M, (ft -lbf) for Nail -On Systems Fastener Type Direct Deck Direct Deck (min 15132" plywood) (min. 19132" plywood) 2-10d Ring Shank Nails I -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Rave Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Save Clip) Adhesive 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Skandia 2. See manufactures component approval for Installation requirements. 3. Flexible Products Company TileBond Average weight per petty 13.9 grams. Polyfoarn Product, Inc. Average weight per patty B grams. 5 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 :305 863 00/9 31.3 oaga, RRC Rooting Product Control Examiner Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 34.8 72 2 2 Ring Shank Nails° 50.3 63.5 1 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of the. Table 4: Attachment Resistance Expressed as a Moment Wi (ft -ibl) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance 2— 8 -02; 2:O6PM;ENTEGPA ROOF TILE CO ENTECRA ROOF TILE CORPORATION ACCEPTANCE No.: 00- 1106.03 APPROVED: December 7, 2000 EXPIRES: Deceit berr 7. 2005 N TICE OF ACCEPTANCE: STANDAIRP COND11Tfl®1`tj Tile Profile Table 4P: Attachment Resistance Expressed as a Moment - Ma Mac) for Mortar Set Systems Tile Application See Specifitc mortar manufacturer's Notice of Acceptrance. 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 in order to properly evaluate the installation of this system. R+e DRAWING SKCANDIIA FIAT CONCRETE TILE 6 ;305 863 0070 u 6/ 7 Minimum Attachment Resistance Frank Zuloaga, RRC Roofing Product Control Examiner 2- 8 -02; 2:O6PM;ENTEGRA ROOF TILE CO ENTEG A •'.00F TILE CO l" "ORATION ACCEPTANCE No. : 00-U06.03 06.03 APPROVED: December 7, $000 EXPIRES: Deceuvtbee 7, 2005 NOTICE OF ACCEPTANCE: ST DARD ONDQTIIONS ;305 863 0079 B . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documcnts, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. • 4. Any revision or change in the materials. use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages t through 7. END OF THIS ACCEPTAN 7 ran u oaga, RRC Roofing Product Control Examiner 7i 7 as.PPENDIX i,E., .. ' t1E1 O ERS rOTiF /CrVrtol 1; It 00 `di -IC:: CO $IU�.R,kTroos i ��g r (C ) pCA�'ids the eiti� ei'�r .t itlt ilia 1 4 r C4 pansiBO this m faptnsl.ix .. F " It 12' tale rbeQt11lgibili∎ ue it 's ruotli l' ri r' pp Th porrnh, to pr ®� ib°ls the o wee w tl t ► slt!' loitl appendix �uilci S �o d c z (�!°I3C3 ® e yea c tha i minimum th o r f ,'e'proYiSions of Ch ptcr 74 of t!, Sb rcijuirCrOcnis• acid vtortx arils of the i€ nuscry for reofitig sastam inst m_ I d io �1' lly, its ll o ~ in ite :..should' be us part o, f the ozreentent bcttveec the owns` (y>SCCai boTe icdioatec tliat the itcnt has 1zet;n explained, c of The worl;m ibp provisions OE Chapcec 34 Art For the pLUp� .� g ��� +►�eltcRi�S���'er�m�ns}�ig►.= i er ►tt:cnee Sc.'�ndirds. p idi ' . ro idlA that, ilte r ® ®frt�� $1stgnt n�;.cr;9 the svinR« -And tlt respect �'® � p proe•'gl Aesalet3t }3x.a6a P a ear�nec) iSSIlCS ;ire not A consideration . p c ®dc, Sl stiip be iSinn SS�d a' part of the }t¢stt7. e ( PP u,6e, chats r w nor pan of n xonitt$ • i ,;,}t .s color or ttrrehitt`6i6ral app ear a;rb :MOW. betlVtttb OA Abler aibd the contractor, l'leiff" r4�tariflS, 61�e c�ciStinyt wood T'Sd`9f cl ec� flttay llttb'$ to be fenatled Z $ZCCi:tiitirlm Wood 1�'eel�t: When rep • (The roof bbe� 6a usu�!!� eo,tctsled_ prior to tfi .ce+�niari4e With the Current previsions Of Chapter 29 of the S BC. ce rnovinl$ t:ht existing r0f 5y1=m) . 3, Cot-.,,, ®m Roofs: Common e ®ads lire those which lt delineation he cQ�fin between racw gcndPar In Lu►l,4ln s with unite fix. tA�vrt�io>,tS�aq condominiums et>;.)• � bs.Ar�• La b8 P crforrttsd. ,,iwr►ci,should notify the ocodpants of a1 Jacent units of t'ool'ing .,� are the undet'sidc of the roof �eelting can be • Exposed ceitinas: EN9®st.i, apbrt dLant ceiting5 tare h appearance. 6lier do r4yvFn;� n e The o wner relay with to t9 aint,ain the archit�tinral ape penetrations from b t►°e'° ti not be nc ec 6biC, ThC SF BC proriAts Ott option of m ;ittesinttla P cnetratians af' tltt under3ide ®f the d�l+in� mn F' this / appcarant;e. . p,, Footling Writcr TM currant. roof ,t•gtcrtt anti /or deal: of the bt►i1di' may not drain well the ruay cause water tv and (accui:tui;tte) in 1s v-ty'ins areas or the roof. Ponil'ing can roe nc i shorten i t u e ti li t distress and !nay recluicte the r4�•ie`t of a pri,g,tsSiott str,1etural s expectancy artd pgrforma•noe of the new roafin sy.-gtni, Portdlnu conditions , } ' r,oe be evidetu until the origuiiil toofitts aystom is removed. ' Pondi6ts conditions shoulyd be corrected. 1, ,6. �r law Sera f1psrs (tt•P11 9nticcs): It is r` g6rir o d �6lter roof txce may M06 this d s�ttsY6e �I if overtosd 4 frgtn z build hip etr'•v,cer. perimcteticdsrm wails a12 riot roe ided. lc goy he i166G «ssry co „istail a.•Crfi0Av sCU�lpers in gCdordapce 0trcrf w =uppers (Willi 0td61 eta ) with Chnptec 23 of she SFeC- �7, vertQ "t1at3At;: Most roof structures s►toirtd lt:tve r q auic sltaEl be r•e or the 5tructurai aa3totbly the building ItSe10. The .e islin, ` met maybe bcliencial io confiidcr additia6tat • +shell cart restrk lit e•t4a t1■ t S4rtict lire of tlio roof. 8 - 6. S. The OWnce may contact t,hc • .,rti- Daclt; County Conitin}er $erb'i4cs Depariroa for ftrrthcr information resardint,,' t( }o aboo•e. 9 1 4 �- tcP o °s ignaiure _ _ s Y�ir _ _ -• -- u., S0 39Vd OQNcfeIO 099688950E 8Z:80 Z00Z /Z0 /170 p.EQtJ k U Obb' -ERS rOTIF C k•C.) = It0Ori iC. CO:-;SI13ERrkTIONS cunus�te� �'ith ate . . � 6' ` co Ct3 rot•id6 tits ati lr r erttltiins'd $ltis �ppenst.i "F'; i r. i$ ehe rdGpt?Itsibiii +.j u1 sill rNorla� • :Ai it � appendix and ca explain so cz1C tio�rt�er the cotltwut 6F cl,ia .roquired'toparig perrtlit, to prow ieis the owater with this app govern he the a,.inintultl form, ,• The 'provigiohs cat.ChAptet a4 of the South Florida Buiidin Code CS I�13C3 . rCi.ittirciricnis and ;moat of the incl scry for ro�o fi t, he ;stcm6instzlllnd ns_ r' or. `all'raAtr t ��ief s as iit slt4uid be' addreac$td .is pact of tile a�,rezntCltt b':C adyliccac bay icdicatee that the horn, has been explained �tcs t ti es- �' 3 i�c tvarbit , ship provisions or CChapter a . tire For the p4fpasc of : t ; Oval , tlte r ®Df n� $e $cone rl�ect9 0111 wind «,� respect / to w workmanship ip prtl�e'iSisins itt lacsclrc 3t; � r u l 6a cstl7eti,.s (�ppear�nec) a SStiteS �P� not .. con5ide:rattArt co 5f,buld bt addressed a Pars of the i , eolor or ar`1titCl:titral appears noc1 tt,as nee nor part of a xoniltg ' ' tlt betwiet t 68?e o�6ter altd the contractor, 1 to iri s roof ins, the 4x.;stu,x wood NAG( deck, muy lit \re to kit reraile d j 71. g - .ec,�P�Bn�� With S61f{'et9t pra�' fS1UttS O!'+rfiap[er 29 of 1l)e 5f BC, (The Kopf debh, is uhuzlt�• conctalecLprtor Ca i< fernaving.the existing Mot' ,systetn) 3, Coo►nIon Roofs: Common Raatis are those at'I►iet ltcCt1 visible . the .6eLeveen nejdhevcing attdlat t,nlctt fix. t,,o►vcxbottsoa+ a ®ndotttiniunt3. Eli.), in Uull4rrrgs ki nei.shavid notify the oceppants of ariJacenc units of roofing ■t•A. - h, to be performed. Ed---. 4.,. • Exposed Ceiling$: E';pclsx:.3, epbn bcoin ceilings tce whore the underside of the roof deekia-; eon be t<'tewed from beltoee'. The odtrtter rnoy with to ntsitltain the arctlitsat►trsl app eAtan`=. tltererorc° :wvf,,, n ®:1 cneerations of the underside of the deekiog m; not he 2eCcptabte, 'the SF ac proyioa the option of ttt4i►ltsinlna .. this apfpcarattrme. . f $tent anti /or deel: of the building IC1A }' not drain well t;h4 rlta)" a, $'l�rlclitt� N�/;Ltcr: The a tlrrcnt roo �� rel • cause s a(Cr to pond {aeeumul;lte) in lots• lying are m5 of ih ro of . t o l d , C an (} t :i :in 111 3 0._a LiorI ( i l'.1c t` iifl distress and !TIDY require tic rep iev of a profes t al e3;pettaitty and performance or the Item" roofing systtl,l, Pending conditions rn:ly {,tit be evident limit the orrsilt;91 roofing system i$ removed. ' frond }61g conditiort:s should be corrected. -7 /► • Cd t113t ra ;iite'JL•e tIrpw Orr to ti,nr t1,1, me it net a 6, lyrlcrf ow Scuppsr$ (rtnli outlets): i t is r�gtiir overloaded from z build up et s.trnEer. IaerirnstericaSc dt'1115 or outer roof d ■tellSi. , at15 may bIomi: this diSchsrge if overflow ;tappers (wall auticc) ' sot provided. It may he ncc¢ *S,ar.. to fasten 6L•erflott' 3co ftpers in ge`ordaticc d.•iel, Chapter 2.3 4f the SFBC- 7, V tt Mo rf,ot shoLlto 11;6a 501114 abitit ?• to L'snt riletlrNt ctiPi4aet• trourzh the interior of the structural as eutbly (the. building itself). The 4xisUn5 o of attic yelltilation shall not be reduced. lc may beneff`ial to c,oat3idar addlttdbut vc.ntinz t+thic t can result i►■ egtzndin�, flit sork•1Cg life of tlli roof. 81_ 21\ s. The ota•nce airy aotltact the , ,rti -Dtdr; Ceutlty Cocosimer $crvi;c$ Dep rdlgttt for ftartPtr;r Information resar4ins thg above. S0 39Cd OGNC1e10 0SS6889S0E 82:80 Z00Z /Z0 /170 FROM : b0 39' d fiyh Velocity Hurricane Lone Uniform Permit Application FOrrn Muen Roof HO(©nt Roof Slope 1 15' 2 :12 1 I 30,7 3 28,7 4 :12 26.6 6.12 44,,5 6 :12 22:5 77 :12 - 2a_6 FAX N0. : OQNyli•10 Section E (Tile CalcLllationsi For hlonlenl hasctl file syctcru.c, chonstl cithcr.t%tcthotl t of 4. C;untp:Ireti the values for N1,. with the vnines froni•,til if the i\ I values ;Arc 1;re;tter than or eel toll 10 the N1t• values, for ettch area of the t•oor, flint t1LC ti le attneltrt1cot method iS LCCC11(11hie. (Y10(110(1 I "tiVIatnunt liltsed Tile Cnlculttlinns Per RAS 127" (l I;¢ 2 x) g - Mg :.b - ,p� a,,T z 72 tvo,� ntr /, (r):/P0. L xAL0.aVr= � ._Alg :l • F NT, L. x ? .) 0f =. J - 11 7g: ') ` tVQil h 1r / �,�� a �T,,_c3. 76 Oct. 06 2001 04:04RM P1 0 NOA A1r o .Mctliocl 2 "Simplified Tile C;Ilcul;ttion Pcr'rabic Below" C LG r,: �B /7/ '0/ Required Moment of Rettist: (hl Prom Z'yiI:le NfJ,t M. M, Roqulrod Momont Roslstanco' 20' 2$' 33.4 95.7 J1.3 23.9 33.4 30.9 26.7 28_ 24.5 - 28.2 22.6 24.1 30' 97.9 35.2 32.6 30.0 27.6 1 J.4 4 tl1ust he used fo conjunction with n tilt of ruament hid ti e systems endorsed by the I3rownrd County Board of fluid and rtlitrtals_ For Uplift Based tile systems use PTIctliocl 3. Compared the v ;flu~ fnr r' with the • Y•s:Iucs for Fp. IT fife Ir' values arc greater than or equal to the F,. values, for each strati of the roof, them the file attachment method is :Cecptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x s tit• :o r. � ti x COS 0 F l~lO.l 1' ) x cos 0: = F,.2: MO,\ F' (:• xI: )-1V: x cos 0.' Q 7 F,a: lvoA r• 40' 40.7 e � 35.2 32,5 29.13 27.5 Description )rsryn : 'raccure 7 Where to find �?rlc I or by an eogrtxerutb Oita ysts prcpn e y I1; mita on r1N(;1. Symbo Raul Slope Acrudynonrt, r•tutupl cr Pitt mem All tcgtnre prat etrsronCe it raancc cngl t u "' tMll)I II I 1 ,1 nil, dory; U11161n1 nc tit.: time or pennit A GI Cu crtttyns Iytuy( tic :tCAlct(lte In Where to 011f:tin 111fortll:ttio11 ulrplr��uOn 0SS6889S0E 82:80 Z00Z /Z0 /170 Ridge Ventilution7 6m 7 O ,Deck type: McA418113Nr / SLOPED SYSTEM DESCRIPTION /Undcriaynlellt: 3 0 1 f huttlation:L ,7,// » 12" ROOF SLOPS D E T A I L Fastener type & spacing: Cap Sheet: (Pmaxl i l .tptip X X (Aerodynamic Multiplier): 0 Jib) - M (Pmaz2:\00 .YJ X X (Aerodynamic Multiplier):) - M , D • ((��ff n�(( Y — M -- (Pntax3: k 610 X ? (Aerodynamic Multiplier): 0.2 S - M : CJ • E0 39dd Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No, OQNd1aO vc GUO-c 9.0 o-e o e& Roof Covering; � - Drip edge: TILE CALCULATIONS ?CA: ( g.QO M r: J'lc' PCA: PCA: l l U. C LD =M Page-2 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance - Cover Sheet a) Specific System Description h) Specific System Limitation c) (ieneral Limitations d) Applicable Detail Drawings 3) Municipal Permit Appliralion 4) Other Component Approvals 0SS6889SOE 8Z :80 Z00Z /Z0 /170 Contractor's Name: 76' 123.01-78 4/99 Z0 3Stsd ❑ (Low Slope Application) ROOF CATEGORY ❑ (Nail - On Tile) ,mil (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE 4,New Roof ❑ Re- roofing ❑ Recovering El Repair ❑ Maintenance Flat Roof Area (fl Sloped 1'otal (n.) .700 5 --= Masicr Pertuit No. 0 Sl o ed Roof Area (l�`) ��� Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Deck type: : (• ? � ATTAcR iEIN Fastener Type: / /' ` ' ` SPACING; N Field: /7 6,C Perimeter: O ,C. Corner: DETAIL 1 & 2 Appendix "E" UN]QFORM ROOFING PERMIT APPLICATION PROCESS No. OQNV - len JOD Aac ress: l 1 NE ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 AIRE 'MERE GAS VENT STACKS? "'❑ NO ROOF PLAN aSS6889S0E 8Z :80 ZOaZ /Z0 /tt0 Page 4 OFFICE USE ONLY I,Ih ILM El OWNER - BUILDER FORM (Attach) CI FIRE DEPARTMENT APPROVAL (Commercial / multi- family) CONCURRENCY (New Construction) OTHER (Specify & Attach) $ ® PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) E IMPACT FEE (New Construction) U OTHER (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine $ Zoning Review $ ( 6 0 REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE (sq.ft. = x/1000 x 0.60) (0.005 / sq.ft.) (0.01 / sq.ft.) PERMIT APPLICATION ® CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) • CONTRACTOR REGISTRATION (On File) PERT IIT FEES TOTAL $ OMIMO ' J, 1 _I A L DATE: C ONDI TIO N PPROVA iLVIA ;« Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com 111 CTR I CA 1 TYPI.: Minimum Fee QTY. .LVI,I; Dryer QTy. . LVI , I; Outlet, Appliance Q ' I ' V TYPE Service Repair QTY A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater . Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL . pE Q . L . Minimum Fee TYPI,, QTti Condensate Drain .Lvl,l,, Generator QT y. .I.yPE QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel P11. IBING ivi'i. A/C Condensate QTY. 'FyI,I; Drains, Roof Q.Ll .Lvpi,, Miscellaneous Fixture QTY. TVI,I; Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater . Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Date Time Type Insp'n Permit No. Name Address Company _ Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -220 Building Inspection Request t.5 b Name & Date Approved, vdr- For Inspector: a12 ° 50 STATE OF FLORIDA, COUNTY OF DADE. J ss. APPLOCATOON FO UOLDONG PPERMBT MOAMD SHO BUILDING INSPECTION DEPARTMENT ES VOLLAGE Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and M1 rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 4 -24 19 Date.. r . : p _ 9 I0 P.; i s s A. ') u sna.k 7r .- ...___..___.__._ ` � . 'Tt Yt - ST: Owner's Name and Address No Street Registered Architect and /or Engineer .............. . , r•• * +• -„ Biscayne oofng Co. 5'a ,w . ,, !1 m�'�i''�ve. ... Name and address of licensed contactor — Location and legal description of lot to be built on: Lot Block Subdivision Street and Nmber where work is to be done 71 N. 97th treet u State work to be done and purpose of building (by floors) - etnovQ .._. x i t i,Jg. ...> Q 9 e 1 t . install galy. eave drip and valley_ metal . Mop 1-90# slate and lay Gory 1" white shingle tile. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering.S.hl Zl °... t.].... _. . 0 SQ S Estimated Total cost of improvements $ 3, 400 ° 00 Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby crrtify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such p notice or notices as arc required by the Act. The undersigned agrees to employ only such su. on work to be e erformed under this Remarks ( Signed L perinit, as are licensed by Miami Shores Village. /�� Y ....._ _......___��.. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ® (6 q - ' Permit No..__ Date Read, Sworn to and Subscribed before me. Disapproved ate � _ �� ,'� �' � Notary Public, State of Florida (Signed) - ... -s. _ ' Building In cctor My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. ... Member �_._..._. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of 31.00 will be charged when auch re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Disapproved Dt MIAMI SH,]RES VILLAGE BUILDING INSPE_^.TION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all Qrdinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Iuju s t 7 ,19 53 Owner's Name and Address J. R. Jn me s on No. 71 Street NT 0E 0 97th St. Registered Architect and /or Engineer Name and address of licensed contractor___ Sheet Meta SpeC1^1ty Co., 573 V. t'7 TO 71st S 0 a i C'rl� Location and legal description of lot to be built on: J 20 7 _________ Block 7 Subdivision r'- nm 1 Shores Street and Number where work is to be done 71 N 0 E. 97th Street State work to be done and purpose of building (by floors)_ New roof on , r �, e d d t On t O bu 11C1 - and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories One To be constructed of Kind of foundation Roof Covering T x.10 Estimated Total cost of improvements $ 140.00 Amount of Permit $ 5.00 Zone cubage required _Plan Cubage Distance to next nearest building _____Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ------- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subc.Rntractors, on work to be performed under this permit, as are licensed by Miami Shores Village. J�� - Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No J ‘®_ Date / Y v Read, Sworn to and Subscribed before me. Notary Public, State of Florida g Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 4 Date VO6 /0 f Tob Address 1"/ NE ? 7-'-1 S f • Tax Folio Legal Description N Historically Designated: Yes No � Owner/Lessee / Tenant 6�, r 0 of ( / V t yak-, Master Permit # et's Address / N E 9 Si- M i a m i Phone 305 7'5 Contracting Co/ Address Qualifier lll��� SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor ^ _ � � Address Permit Type (circle on : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 f - Ck e 4 c v � C( 'Fla..- r o o m G . l l D n Square Ft. Estimated Cost (value (25> We WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEF OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all wot will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. WNER'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 ,nstruction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to My Commi FEES: PERMIT C 4 X060/ er and/or Condo esident Date Signature of Contractor or Owner - Builder Date RADON APPROVED: Zoning "hanical g: `� Z .d d Y PERMIT APPLICATION FOR MIAMI SHORES VILLAGE /3t [c/ Building C.C.F. NOTARY Electrical 2/'% Notary as to Contractor or Owner- Builder Date My Commission Expires: BOND TOTAL DUE Structural En 4 81 7 01 P c & S 0 0 � 8 -/6 a ) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date =3 ° 1 -®)? Time Type Insp'n Permit No. Name Address C mpany For Inspector: 3 - v- „® 2- Name i Date Approved .M--''-— - / Correction n Re- Insp'n Fee n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date V-23 Time Type Insp'n �� 4 Permit No. 8? ;9411i,,g 4 3r Name 441.1714'.12 /7 r Address 7/ 4 -1 l� Company /AieP Phone # 3 1(3 ?S C (/2 For Inspector: 2 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat 2 Time Type Insp'n v0 Permit No. 1 P Na Address ( 71 r\ Compan q Phone# —30S-- 6U 1C �/ — 0 l For Inspector) 2- 1 D ' > Name & Date Approved Correction Re -Insp' n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n 0- 4,y Permit No. pi or 2 - ‘3 Name //l 9 Address W v ZS ,4 Company ac 7Gi.4 t Phone# v5 ' $J C '//2 For Inspector: ..; 02 Approved Correction Re- Insp'n Fee Name & Dat Type Insp 4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date • Time Permit No. 8 ? De0A-, /f 43_5 � Name mod'\ Address r7 P i e Company a,A. Phone # .3 O s - V --c' 0 For Inspector itt °D-J Name & Approved 1` 7 -e>2____ Correction Re- Insp'n Fee 0 0,-,, SS C MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 4l- )7 o.2 Time Type Insp'n No. /3? _ � � Z Name A /i�"ye Address E Company 1 G r Phone # ,3®5 D� ' For Inspector: *'-32-- 7Z. Name & Date Approved Correction Re- Insp'n Fee Name Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7%0 Time Phone 6340 For Inspector: Approved Correction Re- Insp'n Fee Type Insp'n Permit No. fiR ,VOD- 7) / � Compan rI 4/41ze Name & Date (7 r MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 2-Ls Time Type Insp'n Permit No. 2 a&; 2 - 2- Name /1 ,ri, Address 7 / , SJ ,7 SI Company Cr r�� �y" /g/741g Phone# Je2� 6i,r Dv/2, For Inspector: ‘ -J2 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ' 'r-- Type Insp'n Permit No. Name Correction Re- Insp'n Fee Time Address Company 4J Phone # For Inspector: 721, `�Nm la te Approved Date Type Insp' — 1 %I I Name & ate 1 � Permit No. '� Name Address Company Phone # For Inspector: Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Re- Insp'n Fee Time ay,z1. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date -� 2, Time Type Insp'n(ij / f /i L i4j .2Onz -- / Permit No. Name Address Company Phone # Approved Correction Re- Insp'n Fee /76 . For Inspector: 2_, _ z) Name & Date