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9301 NE 9 Pl (8)Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 Andrew and Janet Berman N 930 Street N.E. 9 Place Registered Architect and/or Engineer Tropical Roofers, Inc_ 1403 N_F_ 129 Street Name and address of licensed contractor e motion o��f lottp uilt on: efi o Location and legal Lot Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date October 6 19 88 Subdivision ij /l t Y I f 9301 N.E. 9th Pl ✓'8' ace State work to be done and purpose of building (by floors), state exterior colors (submit samples) reroof � and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of ` Kind of foundation Roof /c5 Covering shingles Estimated Total cost of improvements $ 1 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 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 obligatons 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 unde 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 a to employ only s ch sub .ntractors. on work to be performed under this permit, as are licensed by Miami Shores Village. 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 appeared James L. Dentico and who. being by me first duly sworn, upon oath deposes and says that he is the roofing contractor of the above described construction, that he has carefully read the foregoi : application. and that he did sign the same. and that all facts therein by him stated are true. 7 Building Inspector Date Fo : Tropical Roofers, Inc. /2_67P to me well known. Permit No. Disapproved Date �1 �i Notarpf�r ii i @f � tfIt of Florida at Lar &o (Signed) .My Commission Y Expires May 20, 1980, My Commission Expires Bunded thru Hucttleoerry, 5iialey & PLANNING BOARD DATE Harvey Insurance and Bonds, Inch Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Read, Sworn to :.d Subscribed bef MIAMI SHORES VILLAGE BUILDING INSPECTION 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 building 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 Dr . Andrew E e r m a.n Registered Architect and/or Engineer Samuels /Richter Name and address of licensed contractor Tropical Roofers, Inc. 1403 NE. 12 9 Street Location and legal description pf to be built on: Lot/!/ /6,--C F 4°ty 4ock Subdivision ' / .1 �. l ! d 7 Oe 9301 N.E. 9th P a ce Street and Number where work is to be done State work to be done and purpose of building (by floors). state exterior colors (submit samples) ty and for no other purpose. New Building Remodeling Addition X Repairs No of Stories One L To be constructed of Kind of foundation Roof Covering shingles . R ,io°54 Estimated Total cost of improvements S 0,. o. Ul� Amount of Permit S P 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 plans and specifications for said building. All notices with reference to the building and its construction may be sent to .James Dentico Contracting, Inc. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 a :es to employ onll 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. Permit No Disapproved (Signed) }SS. Building Inspector Date Read, Sword to and Subscri Date Date August 24 19 No. 9301 Street N.E. 9th Place or: Tropical Roofers, Inc. 66 n s'io Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared James L. Der_t i c:c: and who. being by me first duly sworn, upon oath deposes and says that he is the 1 4x371 CerrirCir4 of the above described construction, that he has carefully read the foregoing application, and that a did sign the same. and that all facts therein by him stated an true. e to me well known. V' alb''' thergia Florida at Largo: My Commission Expires My Commission Expires May 20, 1990 Bonded thru Huckleberry, Sibley & PLANNING BOARD DATEHarvey Insurance and Bonds, Inc. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. michael d. fried & associates, lac. consulting engineers 1444 Wayne blvd., suits 201 / miami, florida 33132 phew 371 -5474 Jos NO s 87047 t.1E /2 1 x 71 1 - -ou 1OP a Om i5- 0° oklT 440.c. mot, 2 - e ht l2 \b9 , . 4 t-1 ® ® 01-1 ela��11 iza. ®a J G . DATE t IO -i2- 67 I SHEET Nos °I PA2rIAl_ reo2F freAkiti p /AKJ. michael d. fried & associates, leg. consulting engineers 1444 biacayns blvd, suite 201 / mianu, Amide 33132 phon« 371 -5474 JOB NOs I7 4)1'7 iIEW b i 5 ecw e. jai u 2 1 1'12' -O 1OP 11 e -O POIT °HST S1e=eL. col.. i6t6ow 2- '1<I'1 \d® P;E41-.i 9 '3®d N 4 D l7 l T► O r1 F e 2 t--r ®I...! 1 �E<1�1 DATE t 10-12- 2)7 I SHEET NOs 6k ° I PA0r1AL 1200F frAwIr . _ $AMI.FJS•RICHFR A R C H I T E C T S August 31st, 1988 Mr. Frank Luben Village of Miami Shores Building and Zoning Dept. 10050 N.E. 2nd Avenue Miami Shores, FL 33138 RE: Dr. and Mrs. Andrew Berman's Residence at 9301 N.E. 9th Place, Miami Shores, Florida 33138 Mr. Lubien, As per your request, we are submitting to you for your approval the revision to the roof framing plan for the above referenced project. Please let us know if you have any questions. Randa Samuels Richter, Architect RSR:dkb cc: James Dentico Andrew Berman 4213 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33146 TELEPHONE (305) 443 -0022 MIAMI SHORES VILLAGE BUILDING INSPECTION 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 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 4_.' Registered Architect and /or Engineer Name and address of licensed contractor Date , 19 No Street Location and legal,desenption of lot to be built on: Lot ' _ _,/ __ Block / Subdivision e .. . Street and Number where work is to be done - �� , 7 ' 7 State work to be done and purpose of building (by floors ) __ -- ___ ._ New Building and for no other purpose. Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering i � Estimated Total cost of improvements $_____y 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 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No `' '% pate Disapproved "._ Date ( Signed) 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 descri ed construction, that he h s carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are tr e 1 // i / Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7// Job Address . F./ 4 p /7�/Le-e Tax Folio 1/ Iv ' t f Bata ' Legal Description l/Vif7O /2 0 7 6 Owner / Lessee / Tenant Ji7`/ /)/66,) -er4A evil' Master Permit # : l '/ Owner's Address _ '�-S lQ- /���P/'� -�° Phone g.1.-j i-Vei Contracting Co. r pijileif/ Address Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION '12t.. ' ,76 lv�rPr" , /J -.- C d/L'ed a'''( 7 e24-1 r p, , ,,,, Square Ft. Estimated Cost(value) 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 'th all applicable laws regulating construction and zoning. Furthermore, I aut ho e ov med contractor to do the work stated. nature o owner and /or Condo President Signature of Contractor or Owner- Builder Date: ?i LL/? Date: / / ` °;; a'' , t�. MQS PHII' E '', b�4 ilf0 tta t:Cb 9T515 My Commission Expire ** * * * * * * * * * * * * * * * ** FEES: PERMIT '" RADON C.C.F. °,5 ' NOTARY 7, TOTAL DUE l ✓ P Fire ! Other APPROVED: Zoning Buildin Notary as to Contractor or Owner - Builder My Commission Expires: Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address q30/ /(1• � 9 /' - Tax Folio Legal Description D Historically Designated: Yes No Owner/Lessee / Tenant )i d HN'g • a`t/ 7 /�, r/ t a n C c2 (d )C L . Master Per nit # Zy 2 rG Z . z i v�3 Owner's Address 30 . Phone 3 e `S - Contracting Co. e 3 9 v e 7 t 1 e evtl c. Cs . Address ,/4 6 . ,u0 ss# ' Phone 30S - - 6 3 J2`?g 9 co S DD /7t)Ins. Co. 7 P .v-5 . 3 5+ t/ 6 o'? _ (CAF 5 - e - �- -o s ^ il E.3 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. FEES: PERMIT 1 3 � RADON C.C.F. , 0 0 NOTARY � BOND 319® TOTAL DUE—V--4/0-- Electrical 9 Date Date Engineering set C3.s' s) iymiw (Ai/ ��' `� 4&1»d fr 2( Appendix "Eav UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? Deck type: 1 (c, MEAN HEIGHT • b Underlayment: tion: Fastener type & spacing: Cep Sheet: ° 6 `vim+ ce.4 Roof Covering: - Drip edge: cg lnsul ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION @9 do. ,y014 REQUIRE 1) Fire Directory Listing Page 2) 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 A, (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: X A (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X ? (Aerodynamic Multiplier): ) - M = M PCA: Page -2 123.01-78 9128 Ft. A Ft. A V Deck type:fp i4 Fastener Type: ATTACHMENT SPACING Field: Perimeter: 1f Corner: D1ETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. p Contractor's Name: • r I i / re Zdddress: q9 0/ e c7 ° ROOF CATEGORY d (Low Slope Application) ❑ (Nail -On Tile) C ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ — — ROOF TYPE 1 New Roof [(Re ❑ Recovering ❑ Repair '(Asphalt/Fiberglass Shingles) T� 5 Flat Roof Area (ft j • , Sloped Roof Area (ft Total (ft ❑ Maintenance Master Permit No. Li 2 Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): -Ad esi c; SOr1o'L 1 % if L ROOF HEIGHT AND SYSTEM DETAII, (Draw details as needed) ��'� Page -1 r _T ROOF PLAN nR �'i PRODUCT -CONTROL- NOTICE OF AC G.A.F. Materials Corporation_ - 1361 Alps Road . - - Wayne: N.J. 0747IL_ - - Your application - for_Product Approval of: G.A.F. Timberline _ Asphalt Shingles- _ -- - - under Chapter 8 of the Metropolitan Dade County Code governing`the use.ofAlternate Materials and types of Construction, and completely desc iibedin the plans, - specifications and calculations as- submitted by: Underwriters Laboratories,_Inc: afld Center for A,p_plied Engineering, Inc. - Has been recommended- for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specrfrc conditions set forth on_page 2 through 19 and the standard conditions set forth on page 20. r-The approval shall not be valid after the expiration date stated below Building Code Compliance Office reserves the right to secure this product or material at any time front -a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manne?; Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The appli shall re- evaluate this product ormaterial - should any amendments to the South Florida Building Code - be enacted affecting this - product or material. The Building Code - Compliance Office reserves the right - to revoke this approval, if it is _determined by the Build ng_ de Compliance Office -that this product or - material fails to meet the requirements - of the South Florida - Building Code. The expense of such testing will be incurred -by the manufacturer. Acceptance No.:97- 0317.02 Renews:94- 0321.01 - Expifes:04/22 /00 - THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS - BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:04 /22/97 Internet mail addre posfmasterrbuildingcodeonline .com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 -WEST FLAGLER STREET, SUITE 1603 . _ - MIAMI, FLORIDA 3313D -1563 - (305) 375 -2901 FAX (305) -375 -2908 • — . - _METROPOLITAN DADE COUNTY, FLORIDA _ • - METRO -DADE FLAGLER BUILDING CE-P = - PRODUCT= CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Charles Danger, Director- - Building.Codc Compliance Dept. Metropolitan Dade County Homepage: http: //w.ww.buiidirigeodeonline.com- Applicant: - - GAF Building Materials - Corp. - I361 Alps -Road Wayne, New Jersey 07470_ _ _ - Category: - Pr Roofing Sub - Category: "Shingles Type: - - - Asphalt Sub- Type:._ Dimensio nal substituted. - - PRODUCT- ONTROL- NOTICE OF ACCEPTANCE ROOFING SY &TEM APPROVAL Contact: - B. Randall Ziegler - National Manager Technical Services - Phone:201 -628 -3434 Fax: 201 -628 -3365 Page 2 of 20 - Product Control-No.: 97- 0317.02 Product Control No: 97 0317.02 - Approval Date:April 22, 1997 - . Expiration Date:April 22, 2000 - - SYSTEM DESCRIPTION - TIe sloped roof sy stem described above h as been accepted by the Metro - Dade -Office of Code Compliance as an approved shingle system in- compliance with requirements of Chapter 34 of the South _ Florida - Building Code. This Product Control Approval is issued to - the following shingle 'Profile': TIMBERLINE & TIM - BERLINE 25 - LAMINATE -- - _ - - This is approved for use under the South Florida Building Code when_the listed components - are assembled in accordance :with fhe- applicatibn instructions described below. No components may be A /411 ul uloaga, Roo mg 11.." 11111111111111F."." Pibduct aminer - TRADE INAMES OF PRODUCTS MANUFACTURED OR LABELED BY :4RPLI& —NT Product - Dimensions Test Specifications Product_ Description . GAF _Timberline -13 " g 39'/ PA 110 - - Fiberglas reinforced heavy .weight- asphalt - - _ -- - : roof shingle, with a laminate profile - - GAFTimberline 25 13 '/4"x 39 ) / x " PA 110 - Fiberglas heavy weight asphalt - roof shingle, with a laminate profile- Page 3 of 20 Product Control No.: 97- 0317.-01 uloaga, Roo ^n Product Control Division Tin Caps - Edge metal _ =Min, .021 ", = ASTM A 525 Corrosion- resistant generic -7 "X - - - )", 26ga. - - - _- . edge metal. for - system termination - - - - Test - - -- Product "Product - _Dimensions Specifications _ _ Description- Flashing Cement - Various _Shingle Nails Roofing Nails Valle)LMetal Smooth Surfaced Asphalt Rolled Roofing - - TRADE OF PRODUCTS MANUFACTURED BY OTHERS Min..010 "" x 5J8" 32 ga. - Min. 12 = PA 110 Corrosion _ c,eneric a.x 1'/=" resistant, M in_,L2 x_ -l'/." _ Min. 26 ea., 16" wide Mineral Surface.Roll Various - Roofing Corrosion resistant tin caps ASTM D " Cur back, asphalt_ 4586 _m adhesive - _ for "— flashing attachment. PA 110 deformed, roofing - nails for . .Shingle = application - - Corrosion resistant, deformed, annular _ ring shank roofing nails for metal and accessory attachment Product Control No.: 97- 83-1702= - Manufacturer generic - �i ene�ric _ . generic ASTM A 525 _ Galvanized metal - generic -valley flashing. - ASTM D 249 Asphalt _ _ generic impregnated, mineral surfaced _ organic roll _ - - roofing. — - Various - - ASTM D 224 Smooth- surfaced organic rolled - roofing -- generic ran uloaga, Roo Product- Control Division Roofing Fabric Various - fabric to reinforce - flashing cement. 30_Felt Various - ASTM -D 226 Asphalt - - : _ generic type-II - - :. impregnated - - = organic felt for use - _as shingle - - _ underlayment. #15-.Felt Various ` • ASTfvi D 226, Asphalt generic type.1 impregnated- organic felt for -use — = _ as a shingle -- _ = underlavment. - AS_TM_ D 1668 Organic _ Page 5 of 20 inorganic • Product.Control�io.; 97- 03 _ - or woven generic ran uloaga, Romeo ritirNa*►B- Locaminer - P- roduct- Control Division - Test Agency_ Center for Applied Enineering - Underwriters Laboratories, Inc. _PA 100 -107 Center for Applied Engineering ' - ASTM 3462 South Florida Building Code Requirements. System Trade Names: •Timberline S Timberline 25- Laminate - Ma Fire Classification _ Laboratories, Inc. ASTM 3462 - __TEST REfORTS _- Test identifier The testing listed above, submitted - with this application confirtits the shingle assembly complies with all test _requirements set forth under Chapter 34- of_the_South - Florida Building Code. The shingle system has been tested in compliance with_Dade County Protocols PA 100 and 107. The shingle component physicaLproperties have been tested in compliance - with ASTM D 3462. All accessory components listed within this application are in compliance with Deck Type - Classification - Min. 19 /,_" Plywood, or Wood Plank Class A Page 6 of 20 Test Namc/Report - — -Uplift and wind driven -ram resistance. - MTS 267966 Wind uplift resistance Modifed ASTM D Material properties__ ASTM D3462 - - Material properties - - ATM - D3462 Product_Control No.: 97- 0317.02 . 04/13/94 Date 03720/97 03/26/94. 03721/97 - ran Zuloaga, Roofing " . aminer Product Control Division - - - Edge Metal:_ Valleys — 3umber a minimum - of 1 ". SYSTEM:AP=PLICATION Slope Range: 2_- ? "_.to <4 ":12" `Underlayment: - - Underlaymentshall be applied in accordance with the South Florida Building Code, Section 3403.5(&)(6): Ali underlayments applied - at-a roof pitch less than 4 ":12" shill applied in double laver of ASTM D 226, type 1 with a 19 overlap or b■' --the- application of a single layer of ASTM D 226, type-i11 organic felt or an ASTM D 2626 coated basesheet-as:a base-ply with a 4" overlap. Head - la - psshatl be 6". Underlavment shall be installed with minimum 12 - ea. x I 'X," corrosion resistant roofing - nails and minimum 32 ga. 6 / diameter tin caps, spaced 12" o.c. in a grid pattern in the field and 6" o.c. at the laps. Nails shall penetrate through the sheathing or_wood plank a minimunrof' / or penetrate a I" or greater thickness of - Note: All flashing.cen►eni_used shall be ASTM D 4586 asbestos -free flashing - - cement. All products shall have Metro -aisle Component Approval- - - Edge metal and installation shall be in compliance with the South Florida Building Code Section 3408.2 and 3408.3: Minimum_ 021" (26 ga.), 2" x 2" galvanized or other approved corrosion resistant material nailed over top of the underlayment at 4" .-= o.c., with minimum 12 ga. x 1 "corrosion resistant - ring shank roofing nails at all The nails shall be manufactured from - similar and compatible material to the termination profile. All composite materials shall be fashioned with - non- ferrous nails. At- corners, the ends of adjoining approved drip edge =shall be_ - -overlapped 7 ", notched and bent around the corner. Straight lengths of approved - _drip edge shall be overlapped not less than 3'_._See-Dade Coumv Protocol -PA 111(4.3.4), figure 2. - Note: AlLintersections, eaves, rakes, valleys, gable ends, and starter course shall be set in - a 8" wide strip of ASTM D 4586 flashing cement. Valleys may be applied in open. closed or weaved fashion. Valley metal shall be in compliance with the South Florida Buildinn - Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing; or ASTM D 224 smooth roll roofing shall be installed over the underlayment - at all close cut or woven valleys, - centered in -the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. - x I' /d" roofing nails - at each edge. - Nails shall penetrate through the sheathing or- wood plank a minimum of V, or penetrate a 1" or greater thickness of lumber a minimum of I". Ehdlaps shall be 12" and adhered with -ASTM D 4586 flashing _ cement. in open valley applications a minimum 16" wide, 26 ga. galvanized metal; or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley in a bed of ASTM D 4586 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of 1/8 ". Fasten - valley metal-with minimum 12 -ga. x I'/<" galvanized annular ring shank roofing nails o.c. 1" in from_each exterior edge. Nails shall penetrate through the sheathing orwood plank a minimum of / or penetrate a I" or greater thickness of lumber a minimum of 1 ". Strip in the the tw: :-- vi r a . ment Page - 7 of 20 • I s _ �� _ Product Control - Division - Product Control No. : - Examiner Starter strip: __ - - arid approved reinforcement. Overlaps shall be 12"_ minimum and adhered with _ ASTM D 4586 flashing cement. The starter 'strip may be either a row of non - laminated shingles trimmed to the. - shingle manufacturer 's- r- ecomtmendations or a -strip ofmineral- surfaced roll roofing not_less- than - 7 inches wide. Starter strip and shingles - shall overhang the eaves by- 11 J ,; to. 1/4":- If self- sealing shingles are used for the starter strip, remove the tab portion' of each shingle and position the remaining strip with the - factory- applied =adhesive-face up along eaves. Trim material from -the end of the first shingle in the starter strip according to manufacturer's specifications to ensure that the cutouts of the first - course of shingles -are not placed over the starter strip joints. Fasten starter strips parallel the eaves along a lineabove the eave line according to. manufacturer's _specifications. Position fasteners to insure they will hot be exposed under the cutouts in the first course._ _ - - - _ • - If shingles without a- self- sealing strip are applied, the tabs shall be removed and - ASTM D 4586 flashing cement-shall be applied in -spots approximately the size of a quarter at the corner of each tab - of the first course: Starter shinglesshall be nailed along a line not greater than 4" above the eave line nailing not greater than 6 ".o.c.. Trim at least three inches from the end of first shingle to ensure that the cutouts - of the first course are not placed over the starter strip joints. If roll - roofing is used -for the starter strip, nail along aline -not greater than 4 "above - - the ea-ve Tine nailing not _greater than 12 " ASTM -D 4386 flashing cement shall be applied as note -d -above for non sealing shingle starter. If more than one piece of roll roofing must be used, the end joint shall be butted. Joints shall be staggered with succeeding shingle joints. Number of starter joints shall be kept to a minimum. First and Succeeding - Courses: - Be sure the first course is laid straight, checking it regularly during application _ - against a horizontal chalk line. A few vertical chalk lines aligned with the -ends of shingles in the first course will ensure proper alignment of cutouts. A shingle - hatchet is an acceptable alternative to the use of succeeding chalk lines. If starter - used does not provide a 'seal strip, bond the tabs of each shingle in the first course - - to the starter strip by placing a spot of ASTM D 4586 flashing cement about the size of a quarter on the starter strip beneath each tab if a non self sealing starter is used. - Avoid excessive use of cement, as it may cause blistering. _ The first course starts with a full shingle, while succeeding courses start with 4, 5, or 6 inches removed relative to the preceding course, or as approved by the manufacturer. Rake and valley courses shall be terminated with tabs not less than _ 12" wide_ - Page 8 of 20 Producl No.: _97 0317.02 rank Zuloaga, Roofing Plans xaminer -- P roduct Control Division _ __ Fastening: - - Use six nails or approved- fasteners per shir5gle. Fasteners shaft be minimum 12 ga.__ . - x l' /," galv-artized roofing nails, or other fasteners with Dade CountyComponent - - Approval. - Place the fasteners according to fastener Detail ', Align the = _ - =- shingles properly to avoid exposing fasteners-in course below. - Fasteners shall penetrate - through the sheathing or wood plank minimum of or penetrate-a 1'= -- _ or greater thickness of lumber a minimum of 1". - Drive the fasteners straight and do not break the shingle surface with the fastener head. Do-not drive- fasteners into _ _knot holes or cracks in the roof deck. Repair faulty fastening immediately. If = fastener does not penetrate the deck properly, remove the fastener and repair the hole in the shingle with ASTM --D 4586 flashing cement or replace t14- enti -re shingle. - Flashing: Note: Note: - Product Control No.: 97- 0317.02 - • T o obtain the correct exposure for_square -tab strip shingles, align the butts-With the top of the cutouts in the course - below. Install no- cutout- .slii -ngles and those -vith variable. butt lines according to the manufacturers directions to obtain correct exposure.. - Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning shingle alignment: See'Expose and Cou -rse Layout' - Detail 'A' attached. Do not nail into or above factory- applied adhesives. Ensure no cutout or end joint is less than 2 inches from a nail in an underlying course. Start nailing from the end nearest the-shingle just laid and proceed across. - Do not attempt to re -align a shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of -the nail head_does not cut into the shingle. Nail_heads should be driven flush with the shin_le surface. Fasteners shall not be. overdriven. Manufacturer's label states additional installation requirements for this product. Follow• manufacturer's instructions concerning fastener alignment. - SeeFastening Pattern and Physical Dimensions - Detail "B" attached. - - - Roof planes that butt against vertical walls shall be step flashed with 10" long metal shingles which are 2" wider than the exposed face of_the roofing shingles. Place the first flashing unit over the end of the starter strip and position it so that the tab of the end - shingle in the first course covers it completely.. the horizontal arm to the roof with two approved roofing nails. Do not nail flashing to the wall; settling of the roof could damage the seal. Apply the_ first course of shingles - up to the waft. Position the second step flashing -strip over the end shingle intthe first course 5 inches up from the butt so that the tab of the end shingle in the second- course covers it completely. Fasten the arm to the roof. The second course of shingles follows, end is flashed as in the preceding courses so on to the top of the intersection. Bring siding or other wall treatment down over the vertical sections of the step flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Page 9 of 20 Frank Zuloaga, Roofing Plans Examiner Product Control DiNision �.T Chimneys: Page 10 of 20 Product Control o; -97- 0317.02 u oaga, Product Control Div -ision Vertical sidewalls shall be flashed. Apply shingles .up the roof until a course must - _ -be trimmed to fit at_the base-of - the vertical wall.. _Adjust the exposure slightly in the r — previous two courses so that last course - is-at least S inches wide. Apply a - continuous piece of metal - flashing over the last course of shingles by embedding it -_- . .in- approved flashingcement and- nailing it to -the -roof. The metal flashing shall " be bent to-extend at least 5 inches up the vertical ivall _at7east_4 -onto the last shingle course. Do not.nail the strip to the wall:. Apply an additional row of "shingles over the metal flashing- strip, trimmed - to the _width the strip. -Bring siding down over "the vertical flashing to serve as cap flashing. Wall treatment or - cap flashing shall terminate a rni-niiiium of 3" above the roof line. --Do not nail siding into - the vertical flashing. _ If the vertical front wall meets a sidewall, as in dormer - construction, cut - flashing so that it extends -at least 7 inches around the corner. - Continue up the sidewall with step flashing as detailed above. - Soil Stacks and Vent::Pipes: Apply - shingles up to the vent pipe -Cut a hole -in a shingle to go over the pipe and set the shingle in ASTM D 4586 flashing cement. A preformed flashing flange that fits snugly over the -pipe is the -n placed over the shingle and v_ ent pipe -and set in approved cement. Place the flange over the pipe to lay flat on the roof. After the flashing is in- place, resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in approved flashing cement where they overlap the flange. Avoid excessive -use of cement as it may cause blistering. Do not drive fasteners close to the pipe. Thever part of the flange shall overlap the lower :and the side -and upper shingles shall overlap the flange. _ - For ventilator and exhaust stacks, follow the same procedure, but bring the shingle s - _ up to the pipe from both sides and bend the _flange over the ridge to lie in both roof - - planes, overlapping the roof shingles at all points. Ridge shingles - are then positioned to Cover the flange. Embed the ridge shingles in approved_ flashing cement where they_overlap the flange. Chimneys shall be flashed with a two- piece -base and cap flashing to allow for differential movement. Apply shingles up to the front edge -of the chimney before any flashings are installed. Apply a coat of ASTM D 41 asphalt primer if the - chimney is constructed of masonry or metal to seal the surface and to_provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials, as base flashing between the chimney and the roof deck, on all sides. Apply the base flashing to the -low -side ofthe chimney first. Bend the base flashing so that the lower section extends at least 4" over the shingles and the upper section extends at_least 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the - shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement placed overthe shingles and on the chimney face. The flashing may secured against the chimney with one or two - nails to hold it in place until the cement sets. Use metal step flashing for the sides of the chimney, positioning the units in the sa %' cal s Examiner -1-lips and Ridges: Minimum Slope: -- Maximum Fire Classification : - - sidewall, Cut, bend and apply the step - flashing around the side of the - chimney. - - Secure each flashing unit-to the masonry with approved flash -ing cement and to the deck- -with approved nails:- Embed the end shingles in each course that overlap the flashing in an =8" bed of approved flashing cements_ Place the rearbase flashing over - 'the cr cl:et_and the high -of the chimney. Apply the high side base flashing by•bringing the end shingles in -each course up to the cricket and secure in a bed-of approved flashing cement. Cap ftashings shall be installed over all base flashings - Set the metal cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth -of 1'/ inches - and insert the bent edge of the flashing into the cleared joint.- - Refill the joint with mortar Bend the cap - flashing down to overlap the base flashing. Use -one = -- continuous piece of cap flashing on- the -low side of the - chimney. On the. sides and - high side of-the chimney, use several s of similar - sized flashing, trimming each _ to fit the particular location of brici: joint or substrate material. Start the units at - _ the lowest point and overlap at least 3 inches. Chimney crickets shall be _ waterproofed in compliance with opt -ions published by the shingle manufacturer. If - crickets are formed from wood, or other nailable materials a double_ layer _ - underlayment shall be applied prior to waterproofing. - Apply.premanufactured -hip and ridge shingle components or cut hip and ridge - shingles from manufacturer's shingles, where approved. Lay hip and ridge away from - prevailing wind. Insure all fasteners are covered. Exposure shall not exceed 5" unless.premanufactured hip and ridge specifically allows for greater exposure._ Taper the lap- portion of each cap_sh-ingle slightly so that it is narrower than the - exposed portion. 2 " :12" to 4":P" Class 'A' - Page I I of 20 --Product Control No 97- 0317.02 •ran Zuloaga, Roofing - Product Control Division am iner U- nderlayment: Note: c Metal: 1-11(4.3.4), figure 2. D 4586 flashing cement. SYSTEM APPLICATION - Slope Range: 4 ":12" and .Greater Underlayment shall be applied - in accordance with the South - Florida Building Code, - Sectioh 3403:5 {i) (2:):_ Two-plies of minimum ASTM .D 226, Type 1 felt overlapped 19 ", =or.a singleaayer of ASTM D 226 Type 11 felt- overlapped 4 ". - Head lap shall be _ 6 ". Underlayment shall be installed_ with_ minimum 12 ga. x 1 'A" corrosion - -- roofing nails and minimum 32 ga. x I V diameter tin caps, spaced'12" o.c. in a grid pattern in the field - and 6" o.c. at the laps. Nails shall penetrate through the - sheathing or wood plank a minimum of / or penetrate a 1" or greater thickness of - lumber a minimum of 12___ . Edge-metal and installation shall with the South Florida Building Code Section 3408.2 and 3408.3: _Minimum .02 l' (26 ga.), 2" x 2 "_galvanized or - _ - other approved resistant material nailed over_t.Q_of the underlaynient at 9" o.c., with minimum 12 ga. x 1' /" corrosion resistant annular ring shank roofing nails at all perimeters._ The nails shall be manufactured from similar and compatible - material to the termination profile. All composite materials shall be fashioned with = non- ferrous nails. At corners, the ends of adjoining approved drip edge shall be overlapped 7 ", notched and bent around the - corner. Straight lengths of approved drip edge shall be overlapped not Tess than 3 ". See Dade County Protocol PA Page 12 of 20 Product Control No.: 97- 0317.02- - All intersections, caves, rakes, valleys, gable ends, and starter course shall be set in a 8'i wide strip of ASTM D flashing cement. _ - Valleys: - Valleys may be a_pplied in open, closed or weaved fashion. Valley metal shall be in compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 Mineral surfaced - rolled roofing: or ASTM D 224 smooth roll roofing shall be installed over the underlayment:at all close cut or woven valleys, - -centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 -ga. x 1' /A ".roofing at each edge. Nails shall penetrate through the sheathing or wood plank a minimum of r 1 or penetrate a 1" or greater thickness of lumber a -- minimum of 1 ". Endlaps shall be 12" and adhered with ASTM D 4586 flashing - cement. In open valley_applications a minimum 16" wide, 26 ga. galvanized metal; or other approved corrosion resistant material-shall be installed, and may be rolled or preformed. Set valley in a - bed of ASTM D 45 flashing cement, applied in two _ 4" wide strips at each exterior edge, with a maximum thickness of 1 /8 ". Fasten valley-metal with minimum 12 ga. x 11/4" galvanized annular ring shank roofing nails 12" o.c. 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of / or penetrate I" or greater thickness of lumber a minimum of I". Strip in the the two exterior edges with flashing cement and - approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM Frank Zuloaga, Roofing P� a s E. aminer Product ControLDivision - .- _ - - Starter strip - The starter stf p:Maybe either a row of non- laminated shingles_ trimmed to the shingle manufacturee's_recommendat-ions or a-strip of mineral - surfaced roll roofing not less than 7 inches wide._ Starter strip and shingles shall overhang the eaves by- - - ff self- sealin'shingles are used for the starter strip, remove the tab portion of each shingle and-position the remaining strip with the factory adhesive face up along the_ eaves.. Trim material_from. the end of the first - shingle in the starter strip _ according to-manufacturer's specifications that the cutouts_of the first — course of shingles are not - placed over the starterstrip joints. Fasten starter strips _ parallel to the eaves along a line above the eave line according to manufacturer's spe- cifications. Position fasteners to insure they will not be sed-under the cutouts in the first course. If shingles withouta self- sealing strip are applied, the tabs shall 15e removed and - ASTM D 4586 flashing cement shalLbe applied in appraximately_the_ size of a quarter at the corner of each tab o.f _the first course. Starter shingles shall be nailed along a line not greater than 4" above the eave line nailing not greater than 6" o.c.. Trim at least three inches from the end of tire first shingle to ensure that the cutouts of the first course are not placed over the starter strip joints. - If roll roofing_is used for the starter strip, nail along a line not greater than 4 "above the eave line nailing not greater than 12" o.c. - ASTM D 4586 flashing cement shall be applied as - noted - above for non- sealing_shingle starter. If more -than one piece of _ - roll roofing must be used, the end-joint be butted.- Joints shall be-staggered- with succeeding shingle joints. Numb r of starter joints shalt be kept to a minimum. First and Succeeding_ - Courses: - _ _ Be sure the first course is -laid straight, checking it regularly during application against a horizontal chalk line. A few vertical chalk lines aligned with the ends of shingles in the first course_will ensure proper alignment of cutouts. - A shingle hatchet is an acceptable alternative to the use of succeeding- chalk lines. if starter used does not provide a 'seal strip, bond the tabs of each shingle in the first course to the starter strip by placing a spot of ASTIvi D 4586 flashing cement about the size of a- quarter on the starter strip beneattreach tab if a non self sealing starter is used. _Avoid excessive use of the cement, as it may cause blistering. The first course starts with a full shingle, while succeeding courses start with 4, 5, or 6 inches removed relative to the preceding course, or as approved by the _ manufacturer. Rake and valley courses shall be terininated with tabs not less than _ - - 1 2" wide. - To obtain the correct exposure for square -tab strip shingles, align the butts with the top of the cutouts in the course below. lnstall no- cutout shingles and those with variable butt lines according to the manufacturer's directions to- obtain correct exposu - - Page 13 of 20 Product Control Nc:: '97- 0317.02_ ran - Zuloaga, Roofing Product Control Division aminer . , 4- Note: Fastening: _- Note: Flashing- - Manufaeturer-'s•label states additional installation requirements forthis product._- Eo11ow manufacturer's instructions concerning:shingle-alignmcnt.- _ See'Expose and Course Layout' - Detail 'A'_ attached; _ _ _ _ Use six nails or approved fasteners per shingle. Fasteners shall be ntinimum - 12 ga. x- 1V;"-,galvanized roofing nails,_ or other fasteners: with Dade Component - _Approval. Place-the fasteners aecordingto fastener Detail 'B', attached. Align the - shingles to avoid exposing fasteners in the course below- Fasteners shall --_ penetrate through the sheathing or wood plank a -minimum of penetrate a 1" or greater thickness of lumber a_minimum of 1". Drive the fasteners straight and - do not break the shingle surface with the fastener - head: Do not drive fasteners into knot holes or cracks in the roof deck. Repair faulty fastening immediately. If. fastener does not penetrate-the deck properly, remove the fastener and repair the hole in the shingle with ASTM D 4586 flashing cement or replace -the entire shingle. - Do not nail .into or above factory - applied adhesives. Ensure no cutout or end joint is less than 2- inches from a nail in an underlying course_ Start nailing from the end nearest the shingle just laid and proceed across. Do -not attempt to re -align a shingle - - by shifting the free end - after two nails are in: place. Dris_e- nails straight so that the edge of the nail head -does not cut into the shingle. Nail heads_should be driven_ flush with the shingle surface. Fasteners shall not be overdriven. - - Manufacturer's label states additional installation requirements-for this _ — product. Follow manufacture instructions- concerning- fastener_alignment. — SeeFastening Patter -n and Physical Dimensions - Detail "B" attached. Roof planes that butt against vertical walls shall be step flashed with JO" long metal shingles which are 2" wider than the exposed face of the roofing shingles. Place the first flashing unit over the end of the starter strip and position it so that the tab of the end shingle in the -first course covers it completely. Secure the horizontal arm to the roof with two approved roofing nails. -Do not nail flashing to the wall; settling of the roof could damage the seal. Apply the first course of shingles up -to the --wall Position the second step flashing strip over the end shingle in the first course 5 - inches up from -the butt so that the tab of the end shingle in the second course covers it completely: Fasten the horizontal arm to the roof. The second course of shingles follows, the end is flashed as in the preceding courses and so on to the top of the intersection. Bring siding or other wall treatment down over - the vertical - sections of the step flashing to serve as cap flashing. Wall treatment or cap_flashing shall - - terminate minimum of 3" above the roof line. - Page 14 of 20 Product Control No.: 0- 0317.02 - Vertical sidewalls shall be flashed. Apply_ shingles up the roof until a course must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the previous two courses -so that the last course is at least 8 inches wide. Apply a __ continuous piece of metal- flashing over the -last course of shingles by embedding it in approved - flashing cement and-nailing it to the roof. The metal flashing strip shall be bent to extend at -least 5 inches up the vert - a - oto the ...011111111144.16 oaga, ' • • a ' • aminer - = Product Control Division - Chimneys: Soil Stacks and Vent Pipes: last shingle course. Do -not nail the strip to the wall. Appl-y an additional .row of - shingles–over the metal flashing strip, trimmed to-ttie width of the strip. Bring siding - down over the vertical flashing to serve as cap flashing. Wall- treatment or cap -flashing shall terminate a minimum of 3 "above the roof lane - Do - not nail siding into • the - vertical- flashing. -If the vertical front wall meets a sidewall,.as in dormer - construction, cut flashing so:that it extends at least -7 inches- around the.corner. Continue_ up sidewall with step flashing as detailed above. - For ventilator and exhaust stacks follow' the same procedure, but bring the shingtes - - up to the pipe from both sides and bend -the flange over the ridge to in both roof planes, overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the flange. Embed ridge shingles_in approved flashing - - Apply shingles - up to the vent pipe. Cut a Bole in a shingle to go over the pipe and set fhe shingle in ASTM D 4586 flashing cement. A- preformed flashing flange that fits snugly over the pipe is then over the shingle and vent pipe and set - in - approved flashing cement. Place the flange over the pipe to lay flat on She roof. – After the flashing is in place, resume shingle-application. Cut shingles ii3-successive courses_to_fit around the pipe embed them in approved flashing where they overlap the flange. Avoid excessive use of cement -as it may cause blistering. Do not drive fasteners close to the pipe._Thelower part of the flange -shall overlap the lower shingles and the side and upper shingles shall overlap the flange. cement where they - overlap the flange. Chimneys shall be flashed with a two -piece base and cap flashing to allow for differential movement: Apply shingles up to the front edge of the chimney before any flashings are installed. -Apply a coat of ASTM D .4 I asphalt if the chimney is constructed of masonry or metal to seal the surface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials, as base flashing between the chininey - and the roof deck, on -all sides. Apply the base flashing to the low side of the.chimney first. Bend the base flashing so that the lower section extends at least 4" over the_shingles and_the upper section _ eNtends at least l2" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and - chimney overlaps in approved flashing cement placed over the shingles and on the - chimney face. The flashing may be secured against the chimney with one or two nails -to hold it in place until the cement -sets —Use metal step flashing for the sides of the chimney, positioning the units in the same manner as flashing on a vertical sidewall. Cut, bend_and apply the step flashing the side of the chimney. Secure each flashing unit to the masonry with approved flashing cement and to/he - deck with approved nails. Embed the end shingles in each -course that - overlap the flashing - in an 8" bed-of approved flashing cement. - Place the rear base flashing over the cricket - and the high side of the chimney. - Page 15 of 20 Product Control Igo.: - 97- 031.7.02- ran, utoaga, Roo Product Division -- aminer I 74 Slope — Maximum Fire - Classification: Hips and Ridges: - Apply the high side base flashing by bringing the end shinglesin -each course_ up to the cricket_and secure in a ofapproved_flash.ing cement. Cap flashingsshall be - installed over all - base - flashings. S et_the metal cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth of 1'f_ inches and insert the bent:edge; the flashing into the cleared joint. -Refill -the joint with - mortar. Bend the cap flashing down to overlap the -base flashing_ =Use one continuous piece of cap flashing on thelovy_side of the chimney. On the sides and high side of the chimney, use several pieces -.of- similar -sized (flashing, trimming to fit the particular Iodation of brick joint substrate material. Start the side units at - the lowest point and overlap at least 3. inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle manufacturer. If crickets-are formed - from wood, or other nailable materials adouble layer underlayntent shall be applied prior to waterproofing. - - - -= Apply premanufactured hip and ridge shingle components or cut hip_and ridge - _ shingles from manufacturers shingles, where approved. Lay hip and ridge away from prevailing wind. Insure all fasteners are - covered. Exposure shall not exceed - 5" unless premanufactured hip and ridge specifically allows for greater exposure. - =Taper the lap portion of each cap shingle slid htly that it is narrower than the exposed portion. 4 ":12" and Greater Class 'A' Page 16 of 20 - Product -Control..No 97- 0317:02 uloaga, ' oo , ' xaminer ProduetControl Division _ LII1ITATIONS: Shingles - shall -be labeled with the Product Acceptance Number noted above. The manufacturer shalt- provide - clearly written- applicatioriinstructions. 3_. Underlayment mater and application shall-be -in compliance with Chapter 34_ of the South Florida _ Building Code. 4. This is a general application procedure for asphalt and modified asphalt shingles. Manufacturers may place additional requirements upon roof system installations in the South- Florida Building _ Code jurisdiction for warranty - purposes. Consult- manufacturer's application insi-ructions before system installation. - 5: _ Exposure and course shall be in- compliance with 'A'-, attached. 6. - Nailing shall be in compliance with Detail 'B', attached. - 7. - System shall not be installed at slopes Tess than 2 ":12 ". 8. Applications for roofing permits must be accompanied by Section II of the Uniform Building Permit, clearly indicating the extent of the work to be performed, along with current manufacturer's - - - specifications and details. In addition, a copy of this - approval shall be- attached to the permit - -- application. - Reference shall be made to atLappropriate data for the required fire rating_ - Page 17 of 20 - Product Control No.: 97- 0317.02 u oaga, ' o• ' xaminer Product Control Division - 0 00 0 N O ' 11 "off 6 "off Full 11 "off 6 "off Full 1 2nd 1st Starter .Release Tape 39 -3/8° 13 -3/4" Front Side _C° DETAIL B Page 19 of 20 Product Control No.: 97- 0317.02 2 Back Side - -3/8° - a� rn 0 w 0 v -1/2° r n Luloaga, Roo ing -Product Control Division - -_ aminer G.A.F. Materials Corp. - ACCEPTANCE NO:: 97= 0317.02 = 1361 Alps Road _-r _ - APPROVED - :April 22, 1.997 -Wayne, N.J. 07470 - EXPIRES - - __ :April 22. 2000 = NOTICE-OF ACCEPTANCE STANDARD CONDITIONS - 1- -- Renewal of this Acceptance (approval) shall be considered after a renewal been- filed and the oriiiinal submitted documentation, test supporting data engineering _ documents, are no =older than eight (8) years. - 3 Renewals of Acceptance will not be considered if 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 revisionapplication with appropriate fee) and granted by this office. 5 Any of following shall also be grounds for removal of this Acceptance: - Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement:- "Metro -Dade County Product Control Approved", or as specifically stated_in the specific conditions_ of this Acceptance. 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; 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 Metro -Dade County, Florida.. and followed by the 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 times. The copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination_and removal of Acceptance. - - - - - This Acceptance contains pages 1 through 20. END OF THIS ACCEPTANCE Page 20 of 20 Product Conirol No.: 97- 0317.02 u oaga, Roo ing -' ans aminer Product Control Division • f , r. ROOF COVERING MATERIALS (TEVT) : ROOFING SYSTEMS (TGFU) Continued `_ _ eet (Optional): One or more layers. Type Gi, G2 or . G3.. - _ cane: One or more layers of "Ruberoid Torch" or granule), id Torch Plus" (granule), "Ruberoid_Mop" (granule) or "Ruberoid (granule). _ . J(amak_No. 97, -_ 3 .1 -1/2 gat /sq.. - _ x45/32 _ = Iodine: 1/2 _ - 'on: One ar more layers perlite, -glass fiber, isocyanurate, urethane, / rsocyanurate_ composite, perlite /urethane composite, phenolic, in min thicknessloffset from plywood joints 'Sheet:_One or more - layers of Type G2 or G3. eet (Optional): One or_ more layers :Type G-1.. ' _- - brane: One or more layers of "Ruberoid Torch" (smooth or granule) - , • id Torch Plus" (granule); ".Ruberoid Mpp "_ or granule) or - id Mop Plus " - (granule). - - -- - - - - ng: Karnak,.No_ 97, 1 -1/2 =. 3 galjsq. Dick - .Incline: -1/2 - - ease Sheet (Optional): - One or more Layers of Type G1, -62 -or G3. Membrane: One or more - iayers_ef= ".Ruberoid_Torch" (smooth- or granule), !•Ruberoid Torch Plus" (granule). - - - Surfacing (Optional): Karnak "No. 9 `fir "169" at 13_gal/sq or Grundy Ind "20 F Emulsion" at 3 gal /sq. • C-15/32 - - Incline: 1/2 - - - nsulation: One-or more layers perlite, glass - fiber, _3/4 in min, isocyanurate, urethane,-perlite/isocyanurate composite.-perlite/urethane composite, phenolic, 1-4/2 in. min._ _ _ - Base Sheet (Optional): One or -more layers of Type-GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch " - (Tmooth or granule), "Ruberoid Torch (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). - - Surfacing: Gravet. - _ - -- - :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 Two or more Layers of Type G2 or G3. - - Ply Sheet ( One or more Layers of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plgs °_(granule), "Ruberoid -Mop" (smooth or granule) -or 'Ruberoid Mop Plus" (granule)._ . - z� - Surfacing: Karnak No.-9-7; 1 -1/2 - 3 gal /sq.or gravel- - Deck: NC Imaine: 1/2_ _ _ _ _ Insulation: One__nr_.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 G1, G2 or G3. - Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus " - (granule), "Ruberoid Mop" (smooth for granule) or - "Ruberoid Mop Plus" (granule). _ Surfacing: "AL MB7luminum - Roof Coating" at 1 -2 gat /sq. -- 9. 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 G-2 " GAFGLAS #75 Base Sheet ", - -hot mopped or mechanically fastened in place. PlySheet: 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 C -oat Emulsion at -3- gal /sp. 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 One or more layers of Type G1 "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 gat /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 mechanicalty 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 G1 " GAFGLAS Ply 4" or - "Ply 6" hot mopped -in place. - Membrane: "Ruberoid Torch FR" - (granule). Surfacing (Optional):_GAF Fihered Atuimnum Coating-at 1 -1/2 gal /sq or GAF Weather. Coat Emulsion at 3 gal/sq.- _ = - - - LOOK FOR MARK ON PRODUCT ROOF MATERIALS (TEVT) - - - 135 fi _ - _ ROOFING SYSTEMS (TGFU)— Continued _12. Deck: :C -15/32 Incline: 1/2 insulation- (Optional): Isocyanurate, perlite or glass fiber,any thickness, hot mopped_oimechanically fastened in place. Joint offset 6 in Base Sheet: One or more Layers. of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped or mechaniEalty fastened in place. - - - Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply. 4" or "Ply fi ", 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 gat /sq. : - - 13. Deck: NC ._ - • Incline: 1/2 - - - - Insulation (Optional): Isocyanurate, wood fiber board,_pertite, glass - fiber, any 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. PtySheet (Optional): One or more layers o €Type GI " GAFGLAS Ply 4" or "Ply 6" hot mopped in ptace. - - - - 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 indine:1 /2 Insulation (Optional): isocyanurate, wood fiber board, perlite, glass fiber, any thickness; hot -mopped or mechanically fastened in place, Toints offset 6 in. - - Base Sheet: One or more Layers of " GAFGLAS #75 Base Sheet ", hot mopped in place.- ^-- - - - PLy Sheet (Optional): One - more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). - Surfacing (Optional): GAF Weather Coif Emulsion applied at 3 gal/sq-or -6AF Fibered Aluminum Coating at 1 -1/2 gat /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 G31 base sheet, hot mopped or mechanically fastened. - - - - Ply Sheet (Optional): Oire or more layers Type G1, hot mopped in place. _ Membrane: 'Ruberoid Mop_FR" or Mop 170.FR" (granule). - 16. Deck: L -15/32 Incline: 1/2 = — Tnsulation (Optional): Perlite, fiber glass,isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from 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: 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 Mop 170 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 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 gat /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 gat/sq. 20. Deck: C -15/32 Incline 1/4 = Insulation: Polyisocyanurate, any thickness. - _ Base Sheet: " GAFGLAS #75" (Type G2), mechanically — attached. pros. 10 GAFGLAS ors - _ Ws. RU8EBWD MOP Materials '/i Inn: Ib tfuts - Deck ary 11 Substrate — inch minimum plywood,.gypsum, structural wood fiber, "- lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," - page -10 -_ Slope — to 1 inch per toot for lightweight insulating concrete; up to - 3 inches per foot for other decks. 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 _Speclflsation - RUBER01111.4berty - RUBEROID ___ N- 1 -1_MG _ 12,10- - 12,10 - General - - - Recommendations presented on.pages 17 -22 shall apply in addition to following application recommendations. Application Recommendations -- _1. Lay one ply of GAFGIAS' #75 Base Sheet (or in the.case of a fresh lightweight insulating concrete or gypsum deck where STRATAVEN p (Vent Ply)1or Nailable _ Decks is required), with a minimum 2 inch side lap and not Tess than -&inch end Zaps. Nail along side lap of the base ply at intervals not-to exceed B inches and - stagger- naif 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 pJy_of RUBEROID MOP -(Granule) in a nominal 25 pounds per 100 square feet (plus.or minus 20 %) continuous coat of Steep Hoofing Asphalt ASTM D -312 Type III or IV The RUBEROID membrane must be positioned provide-4 inch side lainand inch end laps. - - __ _ - - to as 1.,01 - GAF ITATERIAT.5 CORPORATION 51. Deck Type 1: Deck Description: System Type A(2): All General -and Sys Base Sheet: - - Ply Sheet: Membran: Surfacing: - . Maximum Design Pressure: Maximum Fire Classification: -- Maximum Slope: Specification No.: - Wood, Non - insulated New Construction or Reroof i9 or greater plywood or wood plank decks Base : sheet mechanically; fastened. tem Limitations shall apply. " - GAFGLAS® #75_, GAFGLAS #80-Ultima'"' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6®; FlexPly' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID'ivlodified Base Sheet or RUBEROID® 20-applied to the deck with approved annular ring shank nails and minim-um rl S /s' tin caps at a fastener spacing of 9" o.c. at the lap 12 " in two - rows staggered_ along the- center line of the -sheet in the field. - (Optiona.l)_One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® - Ply or GAFGLAS Flex -Ply 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 more plies -of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, _ Ruberoid® Mop Grannfe Ruberoid® Mop Plus Granule,— Ruberoid® 30 or -- Ruberoid® 30 FR or- Ruberoid® Mop FR or RUBEROID-UItraCladT' SBS in - adhered_in a full mopping ofapproved_asphalt applied within_the -EVT range`and at a rate_of 20-40 lbs. /sq.. -- - - Or. - One_or more plies ofRUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, _ _ RUBEROID® 30 FR or RUBEROID® Mop-FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal: /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is -top - membrane) - Install_one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. _ GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See GeneraL-Limitation 42. 2 ":12 "; See General Limitation #3. Page 22 of 61 - Product Control No: 97- 0804.14 - • Frank Zuloaga, Roofing Product Control Examiner - PRODUCT CONTROL NOTICE OF-ACCEPTANCE GAF Materials Corporation _ 1361 Alps Road Wayne, NJ 07470 • Your. application for. Product Approval of: G. FRuberoid® Modifed'Bitumen Roof Systems for Wood Decks _ under Chapter 8 of the Metropolitan Dade County Cod governing the use of Alternate Materials and Types of Construction, and completely described in the plans,, specifications and calculations as submitted by: ' - Dynatecll Engineering, Inc., Factory Mutual Research Corporation, anar Underwriters Laboratories; Inc. - has been recommended for acceptance by the Building Code Compliancel3ffice to be used in -Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. -_ This approval shall not be valid after the .expiration date stated below, The Building Code_Com.ptiance Office - 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, the Building Code Compliance Office may revoke. modify: -or suspend the use of such_product or material immediately. The Building Code - Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirement§ of the Building Code Compliance Office that this product or material fails to meet the-requirertrents of the South Florida BuildingCoder -- The ofs_uch will be in -- curred by -the manufacturer: // % , t % , - . __ t/ / r / ` i /� t � ✓ 1 / Acceptance No.: 97-0804.14 Revises No.: 95- 1003.03 - / L .• - Expires: 11/06/00 - Raul Rodriguez - `- _ P- roduct Control Supervisor _ - - Approved: 1 1/06/97 THIS4S- THE_COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND - GENERAL CONDITIONS -_ - - BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building - Code - Compliance Office and approved by the Building Code Committee to be used r Dade County, Florida under the- - -/ ,1 G �' conditions set forth above. .., 1 �; . Charles Danger, P.E. _ Director Building Code Compliance Dept. _ Metropolitan -Dade County _ Applicant: - GAFMaterials Corporation -1361 Alps Road Wayne; NJ 07470 Category: - Membrane Roofing: System _ Sub - Category: - Built -up Roofing Type: : -- Modified Bitumen - -- Sub -Type: - APP artri -SBS PRODUCT CONTROL NOTICE OF ACCEPTANCE - - ROOFING SYSTEM APPROVAL System Description ASTM D 5147 test requirements. - - Contact: - William J. Woodring _ Director of Technic-al (973) 62=8-4134 _ - Product,CQntrol No: 97- 0$041 -4 _Product_ Control. No 97- 0804 -14 __Approval ate: - November 6, -997 Expiration -Date: November 6, 2000_ GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and -can be found in the Ruberoid Modified Bitumen_Application and Specification manual published annually. - Frank Zuloaga, GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. — — GAF produces a wide.range of roof products for built -up roofing systems._ The modified bitumen products include both APP and SBS-products in smooth, granule and fire rated versions. In addition. GAF offers two ply modified systems -to meet the specification requirements for multilayer SBS modified - specifications. -- - - - GAF products are distributed through a wide network of roofing wholesale distributors throughout the = South Florida area. _ GAF roof system assemblies have been extensivelytested at Factory Mutual Research Corporation and - Underwriters Laboratories. GAF_modified bitumen membranes have been tested in compliance with _ Roofmg Product Cen01 Examiner - -_Paa� 2 of 61 - _ - -- . Material- - Wood -- - Material Wood _ - Insulation Basalt Wool Perlite - - Polyisocyanurate Composite Wood. Fiberboard - High Density Wood Fiberboard - Rockwool – Maximum Fire Classification lR� Maximum Design Pressure - - Design - Pressure = i5=psf Classification Class 'A' Product Control No: 97- 0804.. -14 - Note: Fire classifications and maximum design pressures do not reference all assemblies over all - deck - types. Reviewystem listings for design pressures and the - Underwriters Laboratories Roofing Materials- Directory for Fire Classifications. -- - - • Frank Zuloaga, _ _ - - Roofing Product Control Examiner Page 3 of 61 - - - - __ __ GENERAL _ All asphalt shall comply _-with ASTM D 312 type III . or - type IV requirements, and approved _byapplicant._ . - - 2 - Fire ratings f are determined by a combination of slope, deck type and assembly.._Refer to current. Una erwriters Roofing Iviaterials Directory or other fire testing data listed in the testing file. Fire - ratings - shall be in . strict compliance with Sections 3401.5 and 3401.6 of the_South Florida Code. • 3 Maximum slope range- _shall vary_ for --each system; - consult current Underwriters Laboratories Roofing - Materials Directory and manufacturer's specifications_ _for —_ _ compliance with design criteria for - each project. -- 4 An overlay and/or recovery 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may _be applied -using spot mopping with approved asphalt, 12 " diametei 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 _ acceptabT . A6" break shall be placed -every 12' in each ribbon to allow cross ventilation. Asphalt application of either system- shall at a minimum rate of 12 lhs:Tsq. - Note: Spot attached systems shall be limited — ta a maximum design pressure -of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam_ insulation, the maximum design pressure is limited to — 60psf. 5 -All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. The submission of system specifications and details shall accompany the Section II Building Code P_ermit. This information is available- in the publications listed in the - 'System Description' of this - Product Control Approval. The submission of - these documents, as well as the proper application and installation of all materials shall be the _ - sole responsibility of the contractor. Page -58 of 61 Product Control No: 97- 0804.14 Z-uloaga, Roofing Product Control Examiner PA 117. Peririteter Banc - -corner-areas :shall comply with the enhanced uplift pressure Of these areas, - as=calculated in compliance with Chapter 23 of the South Florida Building Fastener = densities shall be increas - for both- insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifiea11y= referred within this NOA, General.Limitation #20 will not be applicable.) All attachment and sizing - of perimeter.nailers, metal profile, and/or- flashing termination designs -shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter.-23 of the South FloridaBiiilding Code. : - - 9 Flashings -shall be installed a8abrding to the manufacturers standard details, and may be applied in cold application .adhesive, approved asphalt or may -be applied in conjunction - - -with an approved torch applied modified bittunen membrane. SpecificidetaiIs, approved _ by the manufacturer, shall be submitted with the Section- I1_Permit Application. All - details - -shall comply with the provision of the South Florida Building Cod - — 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested_in compliance with Metro-bade County Protocol PA 105. If the fastener values as tested are below those -listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a - Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard 11 _ Fastener spacing for insulation attachment is based on a Minimum Characteristic - Force (F') value of 275 lbf., as in- compliance with PA 105. -If the fastener value, as field tested, - are below 275 lb£_insulation attachment shall not be acceptable. - 12 Asphalt moppings shall be with applied with approved pproved asphalt and shall be in compliance - with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets - shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida- Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Prioduct Contr&T 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 - 2040 - lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct - application procedures of insulation panels -in approved asphalt or adhesive, which shall comply with provision of Roofing ApplicationiStandard PA 117 Frank Zuloaga, Roo€tng Product Control Examiner - - Page 69 of 61_ Product_Control No:-97 -0804. t4 _ - _ 14_ All standard -panel :sizes- are acceptable for mechaatcal attachment. When applied - in approved asphalt, panel size shall be 4' x 4' maximum. _ 15 In_re- cb'ery/re- roofing - applications, prior the application,_ all- exi_sti g roof surfaces used - as_a bonding substrate shall be in compliance with Metro -Dade County Protocol- PA_124 for - uplift resistance. Test pressures shall be calculated in compliance with the wind: load regttii-enients of Chapter 23 of-the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing_roof mist be in compliance with _ Section 3401. (n) of the_South Florida Building Code.` - - - 4-- -- - 17 Roll good -if aterials shall be stored end and on a -clean, flat and dry surface, I— Product Control No: 97- 0SQ4.14 - 1 - 8 _ If required, any Factory Mutual Approved vapor barrier in con }unction :with .pr-oprietary or- - approved adhesives be used prior to the application of the insulation layer. - 19 Consult current Underwriters Laboratories Directory for the appropriate coating -for -each - roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3-401.5 and 3401.6 of the South Florida. Building Code for maximum fire classification. - - 20 She- maximurndesigned pressure limitationlisted . shall be applicable to all roof pressure _ z -ones (i.e. field, perimeters, corners).Do 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.) - - - -Page 60 of 61 Frank uloaga, - - -_ = _ Roofing Product Control Examiner GAF Materials Corporation 136.1 Alps Road • - Wayne, NJ. 07470 is no longer- practicing the engineering profession. Acceptance. 9 This Acceptance contains pages 1 through = END OF THIS ACCEPTANC -E- Product Control No: 97- 0804.14 _ ACCEPTANCE NO.: - 97-0814.14 - APPROVED:- November 6, EXPIRES:: - .: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS - Renewal ofthis (approval) shall be considered after a renewal application been - filed and the original submitted documentation, including test supporting data; engineering documents, are no older than eight (8) years. - - - - - - 2 Any and all 8pproved products shall be permanently labeled with the manufacturer's name,-city, state, and the following statement: "Metro -Dade County - Product Control Approved ", or as specifically stated in the _ ___ specific conditions of_this Acceptance. - - - - • — _ _ 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 acc eptance, including the _correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted,_ 4 Any revision. r change in the materials, use, and/or manufacture of the product or process shall automatically _- be for termination of this Acceptance, unless prior 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 preceded by the words Metro - Dade - County, Florida, and followed by the expiration date may be displayed in 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 times. The copies need not be resealed by the engineer. — - - - 8 Failure to comply with any section of this shalLbe cause for termination and removal of - Frank Zuloaga; �- -� 7- -- Roofing -Product Contrbl Examiner _Pge -61 of 61 Wood Deck-System Limitations: - - 1. Fastener _spacing for- anchor sheet attachment is a Minimum Characte force (F') -_ of 95 Ibf or greater as tested in compliance_ with Merto -Dade Couiity_ Protocol PA_105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener -spacing utilizing - - the withdrawal resistance .value. -taken from Merto- Dade -- County- -- Protocol PA 105. and - calculations in compliance with Metro -Dade Roof ng- Application Stanadrd PA 117. • 2 All standard insulation panel_sizes are - acceptable for mechanical attachment. Whert_panels are applied in hot asphalt, ntaximum-panel size shall be 4' x 4'. _-- - a. Fastener spacing for - insulation "attachment is based on a Characteristic Force (F') of - 275 lbf. as tested_ in compliance with Merto -Dade :Cot)! Protocol PA 105 & - Raofing- Application Standard P_A_ 1 17. If the fastener value, as field tested, are below 275_lbf. insulation attachment shall not be- acceptable. _ - Product Control No 97- 0804.14 - 4. '/ Type X gypsum board is acceptable to be installed directly over the wood deck.. 3 A slip sheet is required with GAFGLAS - ElexPly 4® and Ply - b® when used_as a mechanically_ fastened base or anchor sheet. Frank Zuloaga, _ _ _.Roofing Product Control Examiner Page57_of61_ — PLANNING BOARD AGENDA OF SEPTEMBER 17, 1998 ITEM NO 3 Name of Owner /Applicant MR. & MRS. LUIS B I ANCALANA Name of Architect/Contractor STEFAN CONTRACTORS INC. Address ofProperty,and/or Legal Description 9301 N.E. 9th PL. (931 N.E. 93rd ST. Nature of Request PERMISSION TO CHANGE ROOF SHINGLES TO GAF TIMBERLINE SHINGLES, AND CHANGE WOOD SIDING TO WOLVERINE VINYL SIDING. Present Zoning Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning C THE APPROVED SHINGLES WERE TO MATCH THE EXISTING DIAMOND SHAPED SHINGLES. THE REQUESTED SHINGLES ARE SMALLER, AND RECTANGULAR IN SHAPE. THE APPROVED SIDING IS 1 X 8 SHIPLAP WOOD SIDING. THE REQUESTED SIDING IS VINYL, AND APPEARS TO BE SMALLER Council Action Required Planning Board Action APPROVED 9/17/98 Council Action Miami Jhores9llage F l OR 10 A Phone No. Phone No. Director of Building and Zoning Miami, Fl. Sept. 08, 1998 To: Miami Shores Planning Board. Re: 9301 NE 9 Pl. ( 931 NE 93` St. ) Master Permit No. 42862 Owner : Mr & Mrs. Luis Biancalana General Contractor : Stefan Contractors Inc. Roofing Contractor : C. Duke Tile Service Co. We Kindly request the approval of the following items for the ongoing remodeling and addition referenced project. 1.- Change existing shingle for : Timberline Shingles ( GAF ) Reason for the request : Existing Shingles do not meet the new South Florida Building Code, and the addition has to match the existing house. 2.- Change existing wood siding for : Wolverine Vinyl Siding ( Millennium type ) — See Brochure. Reason for the request : Eliminate the termite & weather exposure. Note : The look of this type of siding is very similar to the existing wood siding, and it is a Dade County approved product. Thanking you in advance for your kind attention to this matter, Mr. Mrs. Luis Biancalana Planning & Zoning March 19, 1998 Page 2 ITEM #4 APPROVAL OF FRONT AWNING Greg Nichols 440 NE 92 Street Mr. LuBien clarified that the application was before the Board for aesthetic reasons and due to the projection from the front of the building. The awning would extend 6' 3" from the building. Mr. Nichols was present on his own behalf, describing the location of the awning. Mr. F. Hegedus expressed concern as to whether the awning meets the wind load criteria. Mr. LuBien stated that information had not yet been supplied to the Building and Zoning department. Mr. Maurice Hugh, from Germain Awnings Co, stated that the company would meet all Dade County Building Code requirements. Mr. I. Hegedus moved that the application be approved with a second from Mr. F. Hegedus. The vote was unanimous in favor. ITEM # 5 APPROVAL OF PLANS FOR ADDITION Mr. & Mrs. Luis Biancalana 9301 NE 9 Place Mr. LuBien presented information regarding the nature of the application noting that the item was before the Board due to the uniqueness of the addition as well as the harmonious aspect. Mr. Luis Biancalana was present on his own behalf noting that the addition would upgrade the home as well as improve the value. Mr. F. Hegedus asked for clarification on the existing garage. Mr. LuBien replied that the existing garage will be demolished. Maria Biancalana further explained that the plans show a carport that extends the line of the house. When the existing garage is demolished, the driveway will be extended. Discussion regarding the wood siding that exists on the current building and what may be applied to the new addition ensued. It was concluded that the addition would be of masonry construction with simulated wood siding. Mr. F. Hegedus moved to approve the application as submitted. Mr. I. Hegedus seconded the motion. The vote was unanimous in favor. ITEM #5A REQUEST FOR APPROVAL OF PLANS FOR GARAGE AND CARPORT ENCLOSURE. Tousha Cox 42 NW 92a Street Mr. LuBien explained that there is an existing carport and garage which the applicant would like to enclose. Mr. Blum inquired as to the need for flood elevation with the lower floor of the garage. Mr. LuBien replied that the floor will be elevated. It was noted that there would be no outside access and there would be adequate off - street parking. Mr. F. Hegedus moved to approve the application as submitted. Mr. I. Hegedus seconded the motion. The vote was unanimous in favor. A EMI 111 - _ ' , 9 1 WW1 111 1 NM UN 1 man 111 1 ono 11111 Wo ve r i X11 e Benchmark Superior performance on the wall and over time Innovative Benchmark is a winner Contractors asked for a more rigid panel that would look better on their customers' walls and be easier to handle on the job. Wolverine listened, and responded with an industry breakthrough: Benchmark, the first reinforced vinyl siding. Patented Benchmark is unique.' Each panel is reinforced with a tough fiber -glass rod called the StabilizeR rod, that gives Benchmark twice the rigidity of ordinary vinyl siding.' At your first opportunity, compare Benchmark side -by -side with ordinary vinyl siding. Flex them both and you'll instantly feel the difference, a difference that's shared by more than 35,000 homeowners coast -to- coast. Benchmark teams up with Wolverine Restoration Decorative Trim to form a complete and colorful exterior design system. For exceptional performance on the wall, durability and low maintenance, choose Benchmark. 'Benchmark is protected by U.S. Patents 5,461,839 and 5,526,627. 'Based on the averaged results of tests of panels from 5 major manufacturers. Exclusive LapLock" feature means added performance Installers can slide the fiber glass reinforcement rod across the seam into the next panel and lock it in place. All around the house Using LapLock, Benchmark's StabilizeR rod acts like a fiber glass reinforcement surrounding the entire house. Benchmark's extra stiffness means straighter - looking walls and tighter laps, even over wavy walls Because Benchmark is twice as stiff, it floats over dips and bows in walls, so walls look straighter. Benchmark will stay straight, too, because its fiber -glass StabilizeR rod is held together by thermoset resin, so it will hold its shape in even the most extreme temperatures. Unreinforced vinyl siding tends to conform to an uneven substrate over time, making the wall appear "wavy." Use Restoration Beaded Soffit vertically for an exterior design element. It's great for soffit applications and wainscoting, too. For wide porch ceilings that won't sag, choose extra -rigid Perimeter'" soffit. With ordinary siding, laps tend to open up or fish- mouth" over time. In contrast, Benchmark lays straighter and stays straighter over time. Laps are tighter and less noticeable. Accent with Great Shapes rounds, squares or octagons on walls or gable areas. Or for an authentic rough cedar look, try Restoration Shapes rounds. Add value and curb appeal with Restoration Decorative Trim With Wolverine's exterior design system, your options are almost endless. Mix and match Benchmark vinyl siding with Restoration Decorative Trim in matching or contrasting colors to create and achieve the look you desire. Wide window and door surrounds are available in 3.5" and 5" exposures. Corner Block and Rosette are new for 1998. Add drama with four -piece corner systems with extra -wide, smooth or fluted lineals and matching or contrasting quarter -round inserts. • Benchmark Vinyl Siding Benchmark is the only vinyl siding that features a fiber- glass reinforcement rod for extra rigidity. The rod works like a "backbone" to stiffen each panel. For you, this means panels that lay smoother and straight, even over walls that may not be. Benchmark coordinates with Wolverine's complete line of soffit, trim and accessories. You Sc, PATE F r �J x I0FVE 0. \NF RK N'� BEN 7.E St 0/1„‘-„,,, ~2V 40 -0".- look you want, whether your home is remodeled, restored or brand new. Panels are available in 13 colors with a cedar grain finish. For great looks and low maintenance, choose Benchmark. can mix and match from many options to achieve the style and i Benchmark is backed by a no- nonsense lifetime limited warranty that's even transferable should you sell your home. WT031 / 1 197 Benchmark Vinyl Siding Product Specs: Finish: Butt Height. Panel Length: Product Code: Packaging: Squares /carton: Panels /carton: Carton weight: Recommended Installation Accessories: Code Compliance: U.S. Patents: Warranty: Double 4" Clapboard Cedar grain .60" (1.5cm) 12' 6" (3.8m) BRSD4 2 24 1021bs (46.3kg) Color Options: Siding and Trim: Snow (800) Champagne (827) Herringbone (819) Sand (833) Wheat (836) Wicker (809) Clay (807) Trim Only: Ivy (824) Sable (823) Pacific (822) Double 5" Clapboard Cedar grain .60" (1.5cm) 12' (3.6m) BRSD5 2 20 991bs (44.9kg) Lifetime limited transferable warranty Wolverine° d - Doub/e 4.5" Dutehlap Cedar grain .60" (1.5cm) 12' 1" (3.6m) BRSDL45 2 22 991bs (44.9k0) J- channel J5UN Outside corner post BI'UN or BPWC Uriliry trim UTUN Dual undersill trim DUS ASTM STANDARDS AND BUILDING CODES: Wolverine Vinyl Sidings are mpiiance with the ASTM D3679 standard For Rigid Polyvinyl Chloride, the ASTM D1435 standard for weathering, E84 fire ten raring and with Building Officials and Code Administrators exterior finishes. See BOCA Report No. 89 -36, ICBO Research Report No. 4072, SBCCI Report No. 9548, CCMC Report No. 120361., Texas Department of Insurance Report No. EC -1 I and Dade County Approval 96- 0603.07. 5,461,839 and 5,526,627 Ivory (901) Almond (801) Cream (817) Pewter (805) Ice (832) Shale (810) Great looks that last."' Toll -free: 888 - 838 -8100 Internet: http: / /www.vinylsiding.com oenchm 1 Wolverine° Great looks that last. kTM Reinforced vinyl siding For superior performance over time Wolverine — The Innovative Leader Wolverine has a long tradition of developing innovative, architecturally - inspired, high - quality products that look great and perform over time. Such advantages have made Wolverine the innovative leader in vinyl siding. Offering More Design Choices Wolverine offers the industry's widest selection of siding, soffit, trim and accessories in a broad range of profiles and colors. This gives you choices from a complete exterior design system. Number One in Quality Thousands of homeowners, remodelers and builders put their trust in Wolverine. In fact, professionals rated Wolverine number one for quality in a recent Brand Use Study by Builder Magazine. 4 Cover: High performance Benchmark D4 "clapboard in Wicker is accented by wide window and door surrounds and wide corners with matching quarter - round inserts, all in Snow.