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987 NE 96 St (7)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 9 cQ 4 96J / Tax Folio l`. 3 o2G b • 0/ y ' 2240 Date /3 Legal Description ll �� Historically Designated: Yes No /Lessee / Tenant �, • /4 ./ h Master Permit # Phone g e/o 1(P- sedi 1, 7 -96 J Contracting Co. & P6/1 /Gd 0i, A Hi Qualifier � 6e-/ State # 6-066 3 5 0 / Municipal # / / Owner's Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �CC I ditN L �6 �–' . D /`r /%0 / Square Ft. 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning Furthermore, I authorize the above -named contractor to do the w•rk stated. • j c U �� as to Contractor or Owner- Builder • ate Signs fl ��j 1 7e/- 2,0 • 4C V nt D ate J L a O as to Owner and/or Condo President My Commission Expires: 4.e. k. USA CARSON �: MY COMMISSION # CC 866680 EXPIRES August 26, 2003 Bonded Thu Notary Public Underwriters FEES: PERMIT (O() RADON D to SS# / Phone,3PAS 972.- /2- v - 7 Competency # /‘ Ins. Co. Address Address Estimated Cost (value) ( 13 3 or or Owner- Builder Signatur e Address 2740'/ ,O /q /j My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing ,074; , USA CARSON *: ,:, °;= MY COMMISSION # CC 866680 EXPIRES: August 26, 2003 9 Bonded Thru Notary Public Underwriters C.C.F. ' 60 NOTARY o BOND 6 — Electrical TOTAL DUE Engineering l As it pertains to this Appendix "F', ', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit. to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupar,ts of adjacent units of roofing work to be performed. if* 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. .45. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 4 ; 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Ow er's /Agent's Signature Date 123.01-12 PAGE 2 7/99 3/* 123.01 -78 4/99 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: (:,:k0627 /QK/i �f PA 1t , Job Address: Q ec 7 / Z v f' ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering Repair ❑ Maintenance fer �h>Q t� Flat Roof Area (ft Sloped Roof Area (ft / Pr Total (f1 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A V Ft. V A Deck type: ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r ROOF PLAN Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. • A MEAN HEIGHT Deck type: / Underlayment: Insulation: Rid e Ventilation? Fastener type & spacing: Cap Sheet: l2" ROOF SLOP[ D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roof Covering: Drip edge: ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: X X (Aerodynamic Multiplier): ) - M = M t PCA: (Pmax2: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M = M PCA: i 1 ' MIAMI SHORESILLAGE BUILDING DEPARTMENT \ 305- 795 -2204 �� Building Inspection Request Date CO 1P I Type Insp'n U 'ROOF T n 1 Permit No. t3 P o e-1 - 4 Name a 1-Ch Address 4 5 1 1 �'C C (( , . Company 1 Pokfler cZooCirci Phone # Inspection Date (/'\ IS Approved ) Correction ❑ Re- Insp'n Fee ❑ ✓!!A MI SHORT AGE BUILDING DEPARTMENT 305- 795 -2204 U Building Inspection Request Date ( 1 Type Insp' n U R(T)E" 11 no Permit No. v I+- o 4 - Name , _1Ci ch . q - �o Pr PoIrnn( iZno CIf Address Company Phone # Inspection Date (mil IS Approved Re- Insp'n Fee Correction ❑ $KETCH OF ROOF JOB yR 7 /Vi f, / (, S , A4 /4A4 SHEET NO r" OF 2_ CALCULATED BY l 17 DATE �j ^ (5 0 Lf CHECKED BY DATE SCALE 41 �ILJiimr7rar AIIPMEMEINffillerarMI • 111111MMI%7MINrIMr ■P_ womb I 8 • NOTES- Test Location Uplift Pull Test; or F) Test Location Uplift Test Pull or F) Test Location Uplift Pull Test (P or F) 1 26 51 2 27 52 3 28 53 4 29 54 5 3 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 o \ 46 71 22 47 72 23 48 73 24 49 74 25 50 v 75 I 7 Du Quesne & Associates, Inc. UTR A Consulting Engineers Environmental • Civil • Structural Testing Laboratory Buildin Inspection Services ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Owner's Name: E' f Z Ab r 1 A Ch Permit #. v r o/ lob Address R 3 7 SA' • Roofing Contractor A - P C;r _I nle f■ R F G /q/o 1 i Type of Tile: H PN O0/l) N ' Date Installed• ee Approximate Roof Height Zip feet Roof Pitch ii . Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: / ft ' Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested• 10/210% e Du Quesne, P.E. Engineer P.E. 24513 u Quesne & Associa E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 18943 KETCH OF ROOF JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE P 1 1 NOTES MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL 33138 --- (305) 795 -2209 TID: 237828 04/07/04 Batch q: 63 13:21:45 MASTERCARD 5477535161900012 Ezp :: 02/07 Alm Code: 007666 Invll: 000001 Amount: $ 0.00 Tax: $ 50.00 Total: $ 50.00 Sale I agree to Pav above total amount according to card issuer agreement (Merchant agreement if credit voucher) APPR 66 PALMER/ANDREW N Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n ( P►0005 '�� Permit No. \' — 4 g • Name CA T CI-Lua.9kd ^�— Address 2 7 t\ - 9(0 51 Compan P Posultsu, Rea--(-13 Phone # 3C) (a.) Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date <(Z - 7 Type I n l `2 V1 � OQ�/� t • Permit No. s \) 2 ? -�}� 1. O. \ Name �1 ? Q�l Address q 2 7 NE- 910 Company R PoSAh 1 r--. 1 Phone # (')S (0M- - .(3 t o Approved Correction Re- Insp'n Fee Inspection Date k g- si2o 1 t • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) et12 Owner's Address City ilA40.11 State Pi, Tenant/Lessee Name 01+ Plumbing Contractor's Address �"l �.Q 1- .) 3 — 10 Phone # Job Address (where the work is being done) ` City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Zip 2 Contractor's Company Name A PAM— � dr. ` LVA 14 - Phone # — tr ( ' i o City f LU Zip Qualifier ,V9v pptwerLState Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ 3 (j i C� (Continued on opposite side) 3tot tan — Phone # Phone # * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical Roofing Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. $FlaA Master Permit No. Square Footage Of Work: 3(� Type of Work: ❑Addition Algq��teration " ��, �ONew / Repair/Replace ❑ Demolition Describe Work: T`l�� ( 0P/ A - — de., ..! r Q pc* w ,n,l \2 ( - 00 .--, i S t W p " kiki I ° O01" 14r3Ct l e_ 0 J2-0 -1-t ( ( CS 'r (i k4 ` Fop \.- k (4 Mo & - c1 . r 11 11.1e <,,) 1Q 1-t-e v\ r or k nc, t' � � � Colo vn) Co_w.Q.v�..� -- a pe � os61 'wctM.. (-A Q S;vt_ CC Submittal Fee $. W Permit Fee $ 300-- CCF $ /d, CO /CC 3V Notary $ Training/Education Fee $ Technology Fee $ 7,, Scanning $ /. '--' Radon $ -^ Zoning ,—...._ Bond $ Code Enforcement $ Structural Plan Review. $ — Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address C \ \ \ City Stat \ � J Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ) 1- J4 &-c-1 Owner or Agent The foregoing instrument was acknowledged before me this day of 1,1.4)-e_ - O ( , by z.st\n jN,. - C \A whc s personally know to me or who has produced As identification and who did take an oath. NOT Sign: Print: C 12/15/03 JOA T E MARIE KNESKI PR LL T %Li t Coil r� .11 - State of Florida , 0 .- ' _ uW' "�R�, • I •� • 4 1i. PUB My Commission APPLICATION APPROVED BY: i? s j V 'qw Signature Contractor The foregoing instrument was acknowledged before me thisf'_J day of Oft- _- , 20CY by ,A-A:64r.. N lei w-e -- , who is er ally known o me or who has produced as identification and who did take an oath. NOTARY PUBL Sign: Print: My Commi si s' ' xpii"Erl 1 _� APR — 8 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) ' State Certificate or Registration No. 9 c,�C;t: del q Certificate of .mpetency No. Caq Qt 2 ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * � �********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning JOANNE 'ti PRY P VB r , , pia Lim . rw��,• •1i Is slo RIE KNESKI St a of Florida I ...il.uef....11 dC'l. PAW I i VP bVrtutacingu mict. A.RECORDED COPY MUST BE POSTE) oil THE JOB MR NI TiME OF FIRST INSPECTION • • ..PERMIT NO TAX•FM.IO.NQ, 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, thefollowing information is provided in this •Notice of Commencement. 1. Legal description of property and street/address: C lr)T LUAU . 2. Description of Improvement F-t • 3, OWner(s) name and address: 17 Interest In property: ' L��1li_ t 1 ft - - Name and address of fee simple titleholder. \ �� . 4. Contractor's name.and. address: ' ID d tit) 1 • 8. In addition to himself, Owners designates in Section 713.13(1)(b), Florida Statutes. . lame and address: • • • Notary Public Print Notary's .N My commission expires: 123.0142 PAGE Ef02 I 5. Surety: (Payment bond - required by owner from contractor, If any) - Narne and address: • Amount of bond $ -- 6.finder's name and address: • - • 7. Persons withIrr•the state of Florida designated by Owner upon whom notices provided by Section 713.13(1)(a)7., Florida Statutes, - Name and * address: t• •••1111111111111111111111111 11111111111111111111 CFN 200480173233 OR Bk• 22120 Ps '2553; - Ups) • • RECORDED 03/15/2004 13:24:21 .HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE LI1u trrl _ g person(s) to receive a copy of the. Llenor's -Notice as provided . Expiraton date this Notice of Commencement :•(the expiration date is..1 year from the date of.record(ng unless a - different date Is specified) Signature'6f Owner .Print owner's Name Sworn to and subscribed before me this t 3 day of 10 ft • , -y JOANNE MARIE KNESKI - • - Notary Public - State of Florida Prepared by Address: SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. V tJl. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. t./ 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). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 1 _0,, 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pending can be an indication of structural distress and may require the review of a professional structural engineer. Pending 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. 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. I L 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. 0.46-11 /7/t Xd_d_ki / / o � Contra Owner' Agent's Signature Date CApenumais ..d SedsedumenALMSealagampVressporary Internet IknCeelnLIUOICL AFT1 SW TION u14IIl.me 7 Master Permit No. Contractor's Name A Job Address O Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Q a1 ___L .E. alp_ 3 000 ROOF CATEGORY / ❑ Mechanically Fastened Tile 2 Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ,.� ROOF TYPE 2 ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) coo Section B (Roof Plan) • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. e L t , _t Roof System Manufacturer: t3 .1014 t n .' Notice of Acceptance Number: 0 - CPO LP • ° 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: S. t°( P2: 21' P3: 21.z Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: eDt Roof Slope: 3 : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Ridge Ventilat'on? Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: r Mean Roof Height: Id 11 • ype Underlayment: Insulation. Fire Barrier. $U� Ca1 u\-1/4.\a A astener Type & Spa dhesive Type ype Cap Sheet: cing: IYq" n6\s1naN1k oof Covering: 6-N Mot FAT .b Type & Size Drip Edge: 4Akison) 46-k- 'S 3 "S 3 " a(lay (A ,V Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g 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 w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance Roof Height 15' 20' 25' 30' 40' Mean - Roof Slope I 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 . 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M r . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method "Moment Based Tie Calculatiiogs Per RAS 127" (P ` xX - _ -Mg: Vil.,=mr, 3 _ 2 , NOA (P C I S - * x X _ = - ' - Mg: - M r2 � ' NOA M r 3 8 (P3: 9S• t x 1 3 t _ 2-q - Mg: 3 N= Mr3 " NOA Mr B , ri Method 2 "Simplified Tile Calculation Per Table Below" 7 Required Moment of Resistance (M From Table Below 32 ' NOA Mr '- *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the 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 127" (P : x l: = x w: = _ ) - W: x cos 8: = F -_ NOA F' (P : x 1: = x w: _ ) - W: x cos 9: = F NOA F' (P : x l: _ - x w: _ ) - W: x cos 6: = F NOA F' MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 ' 4 This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inmrediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regal/Spanish "S" 11 Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT" ") Roof Tile Mortar ( "Quilvete® Roof Tile Mortar #1140 ") Roof Tile Mortar ('BONSAL® Roof Tile Mortar Mix") Dimensions Length: 17 '' /4" Width: 13 Vs" '/:" thick Length: varies Width: varies Test Product Specifications Description High profile concrete roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof TAS 112 pieces for use at hips, rakes, ridges and valley terminations. -2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Test Product - Specifications Description TAS 114 Corrosion resistant screw or Generic Min. 10dx 3" Appendix E smooth shank nails (With current NOA) #8x 2 '/�" long 0.335" head TAS 114 Corrosion resistant, coated, Generic dia. Appendix E square drive, galvanized, (With current NOA) 0.131" shank coarse thread wood screws dia. 0.175" screw t dia. N/A N/A N/A TAS 123 TAS 123 TAS 123 Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Bermuda Roof Company, Inc. (with (With current NOA) Quikrete Construction Products (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 2. LIMITATIONS N/A Factory premixed canisters Clips Min. W' width Min. 0.060" thick Clip Fasteners Min. 8d x 1 ''A" 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance 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. INSTALLATION 4.1 Hanson Regal/Spanish `S' H Concrete Roof Tile 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 Two - component See NOA polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive See NOA TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft) X (ft Profile Batten Application Direct Deck Application Pioneer RegaUSpanish 'S' I I 0.287 0.311 Table 3: Attachment Resistance Expressed as a Moment - M (ft -um For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson RegaUSpanish 'S' II 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' I 33.1 I 48.1 I 45.2 1 Installation with a 4' tile headlap and fasteners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson RegaUSpanish 'S' II 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. Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile Pioneer Regal/Spanis h'S' II 3": 12" Batten s 7.77 Direct Deck 8.34 4 ": 12" Battens 7.65 Direct Deck 8.20 5": 12" Battens 7.49 Direct Deck 8.03 6 ": 12" Batten s 7.30 Direct Deck 7.83 7 ": 12" or greater Batten s 7.10 Direct Deck 7.61 NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hason RegaVSpanish 'S' I I Mortar Set 24.5 Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) For Single Patty Adhesive Set Systems Tile Application The Profile Hanson Regal/Spanish 'S' l l 4 Large paddy placement of 63grams of Poly Pron'. 5 Medum paddy placement of 24grams of PolyPro"'. Polyfoam PolyProm Polyfoam PolyPro Minimum Attachment Resistance 66.5 38.7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: " Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1:2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02-0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 FASTENER HOLES — % A i vERLocK 131/4" UNDERLOCK • PROFILE DRAWINGS REGAL AKA SPANISH "S" II HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued sheet (Optional): One or more layers Type 61, G2 or G3. cane: One or more layers of "Ruberoid Torch" (smooth or granule), id Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid (granule). ngs No. 97, 1 -1/2 - 3 gal/sq. 45/32 Incline: 1/2 on: One or more layers perlite, glass fiber, isocyanurate, urethane, ' /isocyanurate composite, perlite /urethane composite, phenolic, in., min thickness (offset from plywood joints 6 in.). 'Sheet: One or more layers of• Type G2 or G3. ,S heet (Optional): One or more layers of Type 61. eiir6rane: One or more layers of "Ruberoid Torch" (smooth or granule), • ,-void Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or Mid Mop Plus" (granule). rfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. k NC Incline: 1/2 gase,5heet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), uberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Iiid. "20 F Emulsion" at 3 gal /sq. k: C -15/32 Incline: 1/2 +Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), -,,"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or 'Ruberoid Mop Plus" (granule). Surfacing: Gravel. '/Deck: C -15/32 • . Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ;. urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mc,, ?u:s" (granule). Surfacing: Karr 57, 1 -1/2 - 3 gal /sq or gravel. Peck: NC incline: 1/2 irrs.a: ion: One ar pore layers oerlice, glass fiber, 3/4 in. min, isocyanurate, urethane perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Bzse Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. Deck: C -15/32 Incline: 1/2 / Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 " GAFGLAS. #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU)— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness; hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6 ". hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal/sq or i GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. /15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Cl, hot mopped in ?lace. 'Membrane: "Ruberoid Mop FR" or "Ruberoid Mon. 170 FR" (granule). 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethan., perlite/ isocyanurate composite or phenolic, offset 6 in. fun joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet,, hot . mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. • Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. 1) RUBEROID® Specification N- 1 -1 -MG a' Min. Side Lap 2' Min. Sida Lap Mss. GAFGLAS 975 Base Sheet RUBEROID MOP !/t Min. Mailable Deck Steep Asphaf AAS Tees III Substrate-1: inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 10. Slope —Up to 1 inch per foot for lightweight insulating concrete, up to 3 inches per foot for other decks. Materials GAF Materials Corporation Steep Roofing Asphalt ASTM D -312 Type III or IV GAFGLAS 175 Base Sheet RUBEROID MOP (Granule Surfaced) Approximate Weight Per Square Total 145 -155 lbs. Guarantees Available Specification RUBEROID Liberty _ _ RUBEROID N- 1 -1 -MG 12, 10 12, 10 L.0 0:7 FJ GAF MATERIALS CORPORATION General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS- 175 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where STRATAVENP (Vent Ply) for Nailable Decks is required), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP (Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 5/24/2002 3:25 AM FROM: Fax TO: 3056685161 PAGE: 002 OF 034 NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 02 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 GAF I:\TERIALS CORPORATION Membrane Type: SBS Deck Type I: Wood, Non - insulated Decl: Description: / or greater plywood or wood plank System Type E -2: RUBEROID® Tile Underlaymcnt, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Specification No.: : \eceptancr oo- 11331.111 ASTM 2626. GAFGLASID GAFGLAS / 80 Ultima Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right ankle (901 to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2 " side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) one, or more plies GAFGLAS PLY 4.@, or GAFGLAS PLY 6® Ply. or GAFGLAS FIexPIyTNI 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate 0120-40 lbs. /sq.. One ply RUBEROIDD MOP, or RUBEROID® MOP PLUS, membrane may be applied at a right angle (90 ") to the slope of the deck* adhered in a full plopping of Type I V asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tincaps shall be exposed * Nlcmbranc may also be installed parallel to the slope of the roof(i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: dust comply with Miami -Dade County Rooting Application Standard PA 115. Maximum Fire Classification: Must comply with Tile System Fire Classification Maximum Slope: Must Comply with Miami -Dade County Roofing Application Standard RAS I I3, RAS 119, RAS 120 53 of 55 Frank Zuloaga. RRC . Rooting Product Control ER :1111i11Lr 5/24/2002 3:25 AM FROM: Fax TO: 3056685161 PAGE: 034 OF 034 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %4" Dens Deck or 'A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 33 • GAF MATERIALS CORPORATION . \ccc:pt:uncL No. 00- 033I.0S Nlentbrane Type: Decl: Type I: Decl: Description: System Type E -2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Maximum Desi Pressure: Maximum Fire Classi ficatioit: Maximum Slope: Specification No.: SBS Wood, Non - insulated '' or `greater plywood or wood plank ASTM 2626, GAFGLAS® GAFGLAS #80 Ultinta l M Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 ") to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) one, or more plies GAFGLAS PLY 41D, or GAFGLASg PLY 6,zc Ply or GAFGLAS FIexPIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. One ply RUBEROID® MOP, or RUBEROID® MOP PLUS, membrane may be applied at a right angle (90 ") to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tincaps shall be exposed * Membrane may also be installed parallel to the slope of the root'(i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Must comply with Miami -Dade County Roofing Application Standard PA 115. Must comply with Tile System Fire Classification Must Comply with Miami -Dade County Roofing Application Standard RAS 118, RAS 119, RAS 120 53 of 55 Frank Zuloaga. RRC Rooting Product Control Ex:unincr PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06/14/2001 MIAMI 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 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive 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. 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\ s045000I \pc2000 \\templates\nodce acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Results 1.6 lbs. /ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan ' e Humidity, 2 weeks Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 2 3 -w F' MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to su Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polvfoam Products, Inc. 4 ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. Nail through plastic cement Paddy (Beneath Tile) Undedaymant 1 Ease Course Dive Closure Fascia aye course only. Keep adhesive approx. 4 In. up from weepholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 5 Underkyment 1 Nail through plastic cement Paddy (Beneath Tie) 10 In: Ewe Course Eave course only: Keep adhesive approx. 4In. up from manholes Fascia WeephoN Eave closure Drip edge 1) lace enough adhesive to achieve 17 to 23 quare Inches In contact with the pan the 2) Tum covers upside down. Place adhesive 1121n. To 1 In. From outside edge of cover toe. Then Install the tile. Underlayment 1 top Pollan of the eave course cover Ole Abut to second course of pan tiles. Ensure ease end of pan and cover tike are flush et save line. Eave closure (mortar shown) ACCEPTANCE No.: 01- 0521.02 Weep Is FasciaB Optional 2x4's for steep pitch applications Nall through plastic cement Optional Polntup Mortar on longitudinal edges of be Sheathing Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Nail through plastic cement ;(11 ft s iti. Underlayment Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge Frank Zuloaga, RRC Product Control Examiner • Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement •,` 3m. I x 3 in. Single paddy on under- layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course in. X7 in. medium size paddy eave Fascia course only Nall through plastic cement se 3 in. x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Single paddy under tile Single paddy between the Eave Closure 2 In. x7 in. medium size paddy eave course only Fascia 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Underfaymeni Single paddy on under. layment Single paddy on top of tile Eave Course Frank Zuloaga, RRC Product Control Examiner Single paddy under the Single paddy between tile 2 in. x 7 in. medium she paddy eave course only Fascia Weephole Eave closure Drip edge • Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 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 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 E -1 ACCEPTANCE No.: 01- 0521.02 Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 Miami Dade Protocol Date 04/08/94 12/16/96 10/25/95 Frank Zuloaga, RRC Product Control Examiner - • Polvfoam Products Inc. ACCEPTANCE No. : 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE E -2 Frank Zuloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/9/2004 Applicant: ELIZABETH Owner: HACH JOB ADDRESS: 987 NE 96 Contractor A PALMER ROOFING, INC. Local Phone: 305 - 669 -3940 Parcel # 1132060143240 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -472 HACH ELIZABETH ST Contractor's Address: 4156 S. W. 70 CT. Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 13 & 14 BLK 77 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -3757 Building Fee $300.00 FEE2004 -3758 CCF $12.00 FEE2004 -3759 CO /CC $50.00 FEE2004 -3760 Training and Education Fee $4.00 FEE2004 -3761 Technology Fee $7.50 FEE2004 -3762 Scanning Fee $15.00 Total Fees: $388.50 Total Fees: $388. Total Receipts-50-0.0 - 33 a,S 0 Permit Status: APPROVED Permit Expiration: 10/4/2004 Construction Value: $19,680.00 Work: RE -ROOF COLOR THRU TILE iAPR 14 PAID 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: Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / Job Address tri k C 7 �O -L7 Tax Folio Legal Description / Tenant • I O 1rt d r - . N a c.h Master Permit # 4i- 5 / 71 9r) A "I (P S Phone JOS O n � Contracting Co. 1 I V / iC- Address 1 /0(' . Qualifier D 0 4 t€j 1)(a SS# Phone Jos 7 J r 9 (” State # CG-C OC1 I 9 Q Municipal # Competency # Ins. Co. Owner's Address Architect/Engineer Bonding Company Mortgagor Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL Historically Designated: Yes No X OOFING PAVING FENCE SIGN WORK DESCRIPTION &Ma- LL '!w oil) 77 te ,CCW — a jp' v /5 ,Qt, — ftpa a!'VIGY.0 Val Nook tA.44) /io d t 4-i e cQ Square Ft. /00 Estimated Cost (value) 4o? S 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. r d Notary as to Owzitm and/or Con dent CVFICIAL rsoTA EL My Co EXPiRES Date 7 X3-00 FEES: PERMIT RADON C.C.F. 1 4 NOTARY 7folo a Signature of Co Notary as to ontract My Co 'ssion Exp 7-,2o —00 ^� • -Builder Date r or ONVI d f TAl1Y SEAL Date GLADYS J VILLAR M)TARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714I03 MY COMMISSION EXP. MAR. L2O0 BOND TOTAL DUE ld S APPROVED: Zoning Mechanical Plumbing Structural Engineer Electrical 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing 'system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. .? 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 9( 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. 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. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. / 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 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. wner's /Agent's Signature ignature • Contractor's Signature Contractor's Name: ❑ (Low Slope Applicerion) Appendix "E • UNIFORM ROOFING PERMIT APPLICATION PROCESS No. C Job Address • 912 /Le qo �t-i_c ROOF CATEGORY • ❑ (Nail -On Tile) ❑ (Mortar-Set Tie) * ❑ (Asp haltinserggiass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPF, ❑ New Roof ❑ Re roofing ❑ Recovering ❑Maintenance Ft. Ft. Deck type: 4TTASHMENT Fastener Type: SP .4 C:ING Field: DETAIL 1 & 2 *Includes Mortar Ind Adhesive Set Tile Perimeter: _ Corner: Page -1 Flat Roof Area (f) Sloped Roof Arcs (f) Total (tF) Master Permit No_ Emposure category (pa ASCE 7 -88): Building rtagN-irication category (per ASCE 748 table I): ROOF BEI(GHi AND SYSTEM DETAILS (Draw details as needed) • r ROOF PLAN • F -- - - - - -- - --------- - - - - -- - - - -- - -- Contractor's Name: ❑ (Low Slope Application) ❑ (AsphaltJFilerglass Shingles) Flat Roof Area (f) Sloped Roof Area (f) Tota1(ft') Master Permit No. alnosure category (per ASCE 7 -88): Building Clam category (per ASCE 7-88 table 1): L Ft. Ft. O New Roof O Re- roofing O Recovering Deck typ Fastener Type: Field: 'Includes Mortar and Adhesive Set Tile Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. .4PP,-/lUi lei Job Address: ROOF HEIGiil AND SYSTEM DETAILS (Draw details as needed) ATTACHMENT ROOF' CATEGORY ❑ (Nall-On TEc) 0 (Mortar-Set Tile) * ❑ ( Metal, RoofslWood Shingles & Shakes) ❑ (Other) DETAIL 1 & 2 Page -1 0 Maintenance ROOF PLAN --------------------------------------- .- Application is hereby made for the approval of the detailed statement or me plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address BQb & Betty Hach 987 N E. 96th Street No........ .... Street._._ Registered Architect and /or Engineer , ..,. VT/ •••... •,,.,».,,,.. «,•.,, ..... t,. - 'IT . Name and address of licensed contactor Bob Hi,lson Location and legal description of lot to be built on Lot Block Subdivision Street and Number where work is to be do . 987 N.E. 96th SStreet State work to be done and purpose of build g (by floors) Reroof entire buil. '..:g._tQ Ik�do„CQnty t?,>M1fsced felt, 3" new valley metal, new white coated cement shingle tile set in a and for no other purpose. Ncw Budding Remodeling Addition Repairs No. of Stories ...l.. &... To be constructed of Kind of foundation Roof Covering cement shingle tile Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building 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.. Bob Hilson & Company, Inc. 2811 S.W. 70th Avenue j,��rrt t ...�laxida 33155 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 \Vorkmen'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 bins in the work to be performed under this permit; and will post or cause to be posted for inspe '., on the site o ,c work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such s • ntracto s . wor (' performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, t COUNTY OF DADE. Before me, undcrsigned a notary public, duly authorized to admi pealed Disapproved (Signed) 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 id sign the same, and that all facts therein by him state we.. Permit No...A 1 G2■. .. Date � po A.>�..._._._ Rea, Sworn to and Sub before me: /1 3)-e6 ,3)-V 0 MIAMI SHORES VILLAGE G' BUILDING INSPECTION DEPARTMENT ' APPLICATION FOR BUILDING PERMIT ss , 264 -80 -8344 RC 0015630 CC C017518 Date Building Inspector r 8,500.00 PLANNING BOARD Ci air;nan Member Member .. ... — Council Approved Date Amount of Permit $. .Plan Cubage Size of Building Lot (Signed) Max 101983 2811 S.W. 70 Avenue Miami, Fl. _ _ 33155 s an ckrtowledgments, personally ap• • Notary Public, Stata_nf Fic Tuitt, State of Florida My Commission Ex piles.. {t 4. isimn.$t irt=S rr _ Co rh Troy fain :lnsuranco DATE — _ Member Member Member ...._ __._..... Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the l'L,nnir,g Huard. A re- in.l fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials anti /or workmanship. has been obtained from for inspection or faulty 4MI . SHORES VILLAGE, FLA. JOB ADDRESS INSPECTION TIME READY REMARKS: INSPECTOR i :'/ Maximum live load to be borne by eacn poor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT N? 5680 DATE 2- ' IG PERMIT and specifications herewith submitted for the build - onfonnity with the Building Ordinance of Miami inances of Miami Shores Village and all rules and ihether here'n specified or not. A copy of approved .. No. Street. f ,19 4 and no other purpose. Repairs No. of Stories Roof Covering mit $ 45z� g Lot I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may D t be sent to r -t- _ The undersigned applicant for this building permit does hereby certifythat,;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 subcontractors, on work to be performed under this permit as are licensed by Miami Shores Village Remarks (Signed) / ` STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the regoing application, and that he did sign the same, and that all facts therein by him � true. Permit No.__ __ ___ _. Date- � S Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building 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. MIAMI 0 Owner oft► Building BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Description Address of Building Lot PERMIT B1 Signed N? 5003 CONTRACTOR OR BUILDER BY SHORES VILLAGE. FLORIDA Work to be performed under this Permit DATE Contractor's License No. BY- { I -' 195_1 Subdi- vision Value of ;?`r , ` Amount of ��,... Project $ I Permit $► 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 ordinan es and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements, or specifications and that he assumes r pons4ility for work done by his agents, servants or employees. 1- INSPECTOR / In consideration of the issuance to me of this permit I agree to perform the work coved hereunder in compliance with all ordinances and regulatian pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY ' Folio // JO I iq 4fd / Legal Description/2 v/ /l 7 7 9 / j 3 Master Permit /b , /v 01 Owner / Lessee / Tenant 2381)37 /Ma Owner's Address 87 /tit 47L phone 7Y'-90 r Contracting Co. f b 8E/;T /If eoRBiJ Address 1/20/ 1l) 8/& e,94 /�,D Qualifier gOBecr CRM phone 293 - (j am State /fr C ompetency /f /y608 72221.0_, Ins. Co. E �� ('�9 � �v B c Job Address O L NE 96 Architect /Engineer Address Bonding Company Address Mortgagor Address WORK DESCRIPTION GoJ /Il rE .0,/ Signature of Owner and /or Condo President Date: Notify as to Owner and /or Condo President My ommission Expires: if/4/1; PERMIT FEE: APPROVED: (OWNER TO RETAIN COPY) Fire Plumbing Signature Date: Tax Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN PRESS of E ,9NP PAJAJY 7 ROOF Square Ft. tff#bX ,A Estimated Cost ‘op 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 7eV Zoning Building 317a)77 c.c -ti Mechanical e o,diee of Contractor or Nc/tAry .s to Contractor o,r 0 ner- Builder My VV Commission Expires: 1/ /6 (f * * * * * Other Electrical Engineering Owner - Builder