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141 NE 102 St (8)Permit No. 4-62 Type Insp'n Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3-/- ®oz Time Approved Correction Re- Insp'n Fee J)1,1r r;1 Fsv z �� For Inspector: 3,9._ (' Z Name & Date //11 Test Date Project Address Contractor Permit Number Roof Pitch Tile Installation Date 3/4/02 Adhesive Type Polyfoam Tile Type Flat Slate Tile All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and PA 106 -95. Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed Field & Ridge 25 25 Corner 10 10 Perimeter 10 10 TEST RESULTS: PASSED See Attached Sketch for Further Details ROOF REPORTERS, INC. PA 106 -95 Roof Tile Uplift Test Report Dade County Certified Testing Agency # 99- 0615.04 3281 Lake Worth Road° Suite EO Lake WorthOFlorida 33461 Roof Consulting & Testing 0 Visual Surveys & Evaluations ORoof System Design 0 Moisture Surveys March 7, 2002 (561) 434 - 7555 141 NE 102 St. Miami Shores, FI. White Seal Roofing 50153 3:12 %Passed 100% 100% 100% Al Maccagli, RRC #116 1___ ..• .____L _....! ___ _._t . 1...... • . . . . . • . . ; ! . • : ; : ; . 1 , . -: ; . . i 1 • . . . . • . ' . I , I I i ! . I I ; I ! • . i .. . • _ _, . •......•._ ...1...—... 1 • • I . I I 1 ; 1 .. ' 1' f. • ■ • . ; ; 1 ......L..... • 1 i ; • • , I 1 j . ' 1 1 • I ' . I I . . • e I ' • .1 • 1 I • .L . * I. . .7. ..1 - : .. L ..• .1. ..--: . — —•-• .• t ... 1 — ' • • 1 I 7 I i. L ' f . I 1 ' ri p .- .. I .i. t. 1 • . t I ! 4 • 1 i .. • I 1 i I 1 I I . e i 1 ! I • • 1 • I . .6 ■ ; ; I 1 '• 1 1 I i 1 1 1 I 1 . . . • • I , • I . I • • 1 t ' . ' .____„_. ;.__ i L... . _ _. _ :_. .: , _ _`,. 1 ; ... . 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I ; i • i • ! • i . • - 1 1 , : : ! - ! : .1_ ',. _ . i.. _..._ • ..-.. .1 . I ._ . i....... .. i .. _... t __ .i.. . . i ..._ ■ i t.. ! 1 I i I i • ! . ! . • I I 1 . ! i $ $ ! i , ! i . . . . , . i ! ! , • • i Z I I i 1 : ' . . • • I ! ' ; I „,„ __i_ _. 4_ . _ I .. ..!... I-. I- L 4- • i j. 4 —.... • i• —... • --1 - • 4- ._....1_ ......_ __.... _•• 1 .... • f_. • • 1... • .I._ . . 1 ..... •_-_....i• _-.... • •--•_••• _ . ._ .1 _ .1 __:•• • ..• I. ..: _ t ..•_ 1.......1 _._ t I_ .•...... , .__.1._____L__ . 1 • t 1 i • , 1 1 i . . ; . I i 1 I i i I I • ..... . I : ' . I • i : • . I 1 1 I 4 I 7 i • ; I I 1 1 ' I . ; 1 1 ; • ' 1 I • 1 : 1 j I I • ' • 1 1 • • .1- . ; 1 1 1 • --L—.-■...- A . . . . . . . 4 . . . . . L .-- ... . ... -.1. . .■ .... 1 . .. 1 —I 1 ' I UNIT UNDER TEST: CHATILLON DFIS100 DIGITAL FORCE GAUGE Mfr SIN: B39539 Cust SIN: B39539 PROCEDURE NAME: SYN55 CALIBRATED BY: Eliu Lago P.O. NUMBER: VERBAL SUBMITTED BY: ROOF REPORTERS 3281 LAKE WORTH ROAD LAKE WORTH FL CERTIFICATE NUMBER: 39382:1007976936 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 10Dec2001 10Dec2002 72.0 °F +1- 1 DEG 40 % +/_ 5% Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NISI), or to NI ST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques.This calibration complies with ISO Guide 17025 and ANSUNCSL 2540 -1 -1994. Calibration procedures used provide measurement uncertainty ratios of less than or equal to 4:1 of the specification of the unit under test, with a overage factor of k =2 at a confidence level of 95%, unless otherwise noted This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. Standards Used Trace No 999002 Signed: Description AMETEK WG -23 WEIGHT SET PRINTED ON: 10 Dec 2001 Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.3462430 CAL DATE 6 Jun 2001 CAL DUE DATE 6 Jun 2003 REPORT OF CALIBRATION for SERIAL NUMBER: 839539. Synergy Labs assigned ASSET NUMBER: 39382 Page 1 __ of _1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -220 Building Inspection Request Date_ Type Insp'n Permit No. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address i J A E /O 31700 Tax Folio // - 320,7 -013 - 1 5 SO 1-c" Legal Descriptions , P lo--1,0 42-1 eC.14- ,O Historically Designated: Yes No X Owner/Lessee / Tenant Milik G ti 1 R t 're" M R L� Owner's Address 191 tJ j J 02 smart Contracting Co. W I:t S LS (- R co 2i - 6. CO' Master Permit # Phone 3 OS - 757 - if`E b� 2__cyf Address.2a/a £'!l -YR /fgill or: hieL race pL. Qualifier R D13 0 (D SS# PhoneQ6 - 73 23 State # GC-c. 0 5(, (o - 7 Municipal # Competency # Ins. Co. Architect/Engineer IJ I A' Address Bonding Company id P l 6- Address Mortgagor ) Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (( OOFFNG, PAVING FENCE SIGN WORK DESCRIPTION (Z 1 ; ( Z o • - s 1_ o ? k . F L l am ' 1 r C D Q -1 1- 6 4- S : r E 1 Square Ft. 2 3CD 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 an all work will be done in c• - . lance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-name • co . actor to do • - work sta / / -.q- of owner and/or Cspdo President Date Condo President N ary as to Owner an ommission Expire OFFICIAL NOTARY SEAL JAMES M. JOHNSON NOTARY PUBLIC STATE OF FLORIDA COMMISSION' NO. CC718059 MY COMMISSION EXP. FEB. 19, 2002 - 4‹ FEES: PERMIT RADON 1,012- Date Estimated Cost (value) 1 O DO Signature of Contractor or Owner- uilder Not as to Contract My mmission Exp C.C.F. b . a 0 NOTARY APPROVED: Zoning Building Mechanical Plumbing Date Iol or Owner- Builder Date ICIAL NOTARY SEAL JAMES M. JOHNSON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC7180 MY COMMISSION EXP. FEB. 19, 2002 BOND 300 - TOTAL DUFS- lj, O CR Electric11 Engineering NOTICE OF COMMENCEMENT 0 1R588704 2001 OCT 25 15:;57 PERMIT NO. TAX FOLIO NO. /I— 32 i z, — 6/3 /2'3 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: LbT Po &R./ L3 L o K ►3 14) P Ii ID? 604 M 3 3 ) 3& 2. Description of improvement: CO R tyo 3. Owner(s) name and address: 1 Q &L) E 11' M ER ?1 L L 14t I)l 1c2 .sT. Mt ►°nMt S 4 E1 .5 t=L Interest in property: Name and address of fee simple titleholder: SfjMt< 4. Contractor's name and address: t).5 w r Ste• Rant✓ tr�G �• p2 o f S t R r'! sr‘ L -0e-3-Y w& J c21.. 3 3 o z 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N D Amount of bond $ 6. Lender's name and address: J) 3313.V 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 1J ; 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: OA 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signatur Owner Print Owners Name DAT(f rat Au( Sworn to and subscribed before me this 2& day of Oc.-ro)Sgf , #'9 2 'e 40 Notary Public Print Notary's N ' � ' AL a� - JOHNSON MY CUMMIS EXP. AD. 10, 2002 OF IC JAM My Commission ExpiresCOMMISSI N NO. CC718059 T'� OF DPD t D DLa the OF SI C15 r /I- 1DP a t da i HE E BY CERTIFY ttlat to s is A p 2 � t NER . tiled in this w tt Seal. pountY pouf k it and 0.0. Es yJ I H�R� t3� Prepared by: Address: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? N t� MEAN HEIGHT Deck type: DKc z Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION 30 4 7� fL Fas o�a_s tener type & spacing: 1 3 � cb- PS ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 4 4.1 x ? (Aerodynamic Multiplier): • 2 " 4 ) - M 1, . 0 = M rt : ,O( PCA: f a ' 4 c L (Pmax2: 1 1.S x a, (Aerodynamic Multiplier): .V { ) - M 19.1) = M � �� L PCA: L.l D '7‘ (Pmax3: 1 . x a, (Aerodynamic Multiplier): . 21 ) - M 19 • b = M r ' / '`PCA: 4 0 i Page -2 Ridge Ventilation? 1 N u MEAN HEIGIIT Deck type: Wt't) vEC K Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 30Yi /151141 He u0N1 = Fastener type & spacing: TILE CALCULATIONS (Pntaxl. ' 1 X X, (Aerodynamic Multiplier): • 14 ) - M (, . 0 = M 4 PCA: ' 4 (Pmax2: id.‘ X X (Aerodynamic Multiplier): .V ) - M 1.. = M L PCA: 4 D. `f (Pmax3: 01 • X a (Aerodynamic Multiplier): . ' ) - M 19 • b = M /' PCA: 4001 Li -� 3 ,t;reK Cap Sheet: l 0 f- LT AS 'H'' i r I'10PE D Roofiovering: MnNI — SLI}TL T ILe /I ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 91G sHEI-imsht Contractor's Name: D 34420 Job Address: 14 I a 0,- _ST1g LJ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof Flat Roof Area (ft') Z 37 — Sloped Roof Area (ft ZC'W Total (ft2) Z 3 Z.o Master Permit No. Exposure category (per ASCE 7 -88): \ • er 57- Ft. Ft. A 123.01 -78 4199 eta-SO s1100 Yc s Deck type: W ODD Fastener Type: ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) �/ ROOF TYPE I� Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance ATTACHMENT SPACING Field: 1 Z Perimeter: Corner: G DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Building Classification category (per ASCE 7 -88 table 1): ARE THERE ■1.37Ao NY ILIA'&' ROOF HEIGHT AND SYSTEM DETAILS .: ,- ESQ :1' (Draw details as needed) z5*i g*IadTMIf l '� V 7 , 7 . n C, ROOF PLAN AO 01 Page -1 r r r (Mortar- Adhesive Set Tile) ❑ (Other) L1IGX ❑ P3 Ft. Ft. Qfj O 5WEY/ { Y[ SbN Deck type: W O a D Fastener Type: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. WHITE any ER MAN BT Contractor's Name: HOLLYWOOD FL, 30E0 Job Address: ill I IU E o)- LT e ROOF CATEGORY �/ U (Low Slope Application) ❑ (Nail -On Tile) L�'J (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shi Ties) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) El/Re-roofing ROOF TYPE ❑ New Roof ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') Z 3Z- Sloped Roof Area (ft') 7--OW Total (ft') Z. 3 L.° Master Permit No. Exposure category (per ASCE 7 - 88): Building Classification category (per ASCE 7 -88 table 1): A _E THERE yAz.) v Li`t 1 S 1'/1,4;r1 ROOF HEIGHT AND SYSTEM DETAILS :.. `p:S ^a(_ l i.rNO , / ? (Draw details as needed) KY.. > E �T � �.��i;ra r 3�ItA1✓ 0‘ y � F- , .. .,r rat c v ID v) . ATTACHMENT - I?c SPACING Field: 1 Z Perimeter: Corner: G ROOF PLAN r LPGX ❑ APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F'', it is the responsibility oi" uic roofing contractor to provide the 0ti1/41 with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SI govern all the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. t I. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearttncc) issues a are earance�tha[larettnot p of respect a -zoning code, shouPd provisions. beaddr addressed Aesthetic �tspart of the such as color Or arChttectural pp agreement between the owner and the contractor. till 2. Renailing Wood D'ccks: When replacing roofing, the existing wood roof deck may have co be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed -prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between nei_hboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs. the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be perforated. I V 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking ma} not be acceptable. The SFBC provides the option of maintaining this appearance. tit 5. Ponding Water: The current roof system and /or deck of the building may not drain well 'and may cause \vater to pond (accumulate) in Now -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origt:,I roofing system is removed. Pondinz conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge \valls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance 1.vith Chapter 23 of the SFBC. Mr1 7. Ventilation: i`•lost roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing, amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting .which can result in extending the service life of the roof. M M S. The owner may contact the Miami -Dade County Consumer Services Department for further information re_t.arding the above. e KJvtA+ p - - 6 Owner' /Agent's Signature Date Contractor's Signaturc 170 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 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, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C-15/ 32 Incline: 3-1/ 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, any thickness. Ply Sheet: Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -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, any thickness. Base Sheet: Two or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. 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, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. 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, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEV Roofing Systems (TGFU) — Contin COMBINATION HOT AND COLD SY Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers pertit< fiber, 2 in. max. Ply Sheet: Three or more layers of Type Gl "1 "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminu 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perk fiber, isocyanurate, urethane, perlite /isocyanurati urethane composite, wood fiber /isocyanurate con thickness. Ply Sheet: Three or more layers of Type Gl " "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq 3. Deck: NC Incline: 1/ Insulation: One or two layers "Isotherm R ", 4 in Ply Sheet: Any UL Classified gravel surfaced Cla: mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, iso wood fiber and glass fiber, any thickness, mechan Base Sheet: One ply Type G1 or G2, mechani mopped. Ply Sheet: One or more plies Type G1 or G2, ad) asphalt. Surfacing: "GAF Premium Fibered Aluminum gal /sq or "GAF Weather Coat Emulsion ", 3 gal/: 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyiso mechanically fastened, any thickness. Base/Ply Sheet: One or more plies of Type G1 of in place. Coating: "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisc mechanically fastened, any thickness. Base/Ply Sheet: One or more plies of Type Gl or' with either "Ruberoid Modified Bitumen Adhesiv feed Bitumen flashing Cement ". Coating: "Fibered Aluminum Roof Coating ", 1- 7. Deck: C 15/32 Incline: 1 Base Sheet: One or more plies Type G2, mechat Ply Sheet: Three or more plies Type Gl, hot me Coatings: "Fibered Aluminum Roof Coating ", 1 Class B 1. Deleted 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pei fiber, isocyanurate, urethane, perlite /isocyanura urethane composite, wood fiber/ isocyanurate co thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminur gal/sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers pe fiber, isocyanurate, urethane, perlite / isocyanur urethane composite, wood fiber / isocyanurate co thickness. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1 Class C 1. Deck: C -15/32 Incline: L Insulation (Optional): One or more layers pert fiber, 2 in. max. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 6 ". • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE C.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 Your application for Product Approval of: GAF Ruberoid Modified Bitumen Roof Systems For Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below..B000 reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, i l• it is determined BCCO that this product or material fails to meet the requirements oldie South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 TI-IIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /06/2000 I nlnrnrl moil •,,lilrrcc• n•cl n,•,c•nr' h„il.linn.•n,lrnnlinn rnm 1„nt base sheet. 1 of 55 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COJIPLIANCE OFFICE. METRO -DADE FLAGLER BUILDING 1.10 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-290S CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2555 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 775.2903 PRODUCT CONTROL DIVISION (305) 375.2 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division .rancisco . Quintana, R.A. Director Miami-Dade County I3uilding Code Compliance Office {To,nnnv„r• hlln•/ /aww hnil,lin••r•vinnnlitlr rnitl Pro AVE GAF MATERIALS CORPORATION Acceptance No: 00 0331.03 Category: Rooting Approval Date: July 6, 2000 Sub- Catet;orv: SBS /APP, Modified Bitumen Deck Type: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. GAF WeatherCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced Emulsion roofs. Granules GAF Premium 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement 1, 5 gallons 3 sq. roll 75 Ib. roll GAFGLAS #80 2 Sq. Roll UItimaTM Base Sheet 70 lbs. /roll GAFGLAS Ply 6® 5 sq. roll 45 Ib. roll GAFGLAS Flex 5 sq. roll Ply 6 45 Ib. roll ROOFING SYSTEM APPROVAL Test Product Dimensions Specification Description 5, 55 ASTM D 41 Expiration Date: November 06, 2003 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 3019 Relined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D460I Asphalt impregnated and coated, fiberglass bast. sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 2 of 55 Frank Zuloaga, RRC Roofing Product Control Examiner GAF iIATERIALS CORPORATION GAFGLAS® Mineral Surfaced Cap Sheet RUBEROID® Modified Bitumen Adhesive GAFGLAS© STRATA VENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified Base Sheet GAFTEMP® Isotherm R Tapered GAFTENIP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Dimensions 5 sq. roll 5 gallons 60 Ib. roll various 69 Ib. roll 3 sq. roll 67 lbs. various various various various various Test Specification ASTM D 2178 76 Ib. roll ASTM D 3909 ASTM D 3019 Fiber reinforced, rubberized Adhesive Type I I I ASTM D 4897 D 3672 ASTM D 489 D 3672 I'A 110 PA 110 3 of 55 Acceptance No: 00- 0331.08 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber neat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic • coatinu,. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate loam insulation Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulat Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.03 Tapered GAFTEMP various PA 110 Tapered Polyisocyanurate foam Isotherm RN insulation GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® Composite GAFTEMP® Composite A GAFTEMP® Composite N Test Product Product Dimensions Specification Description GAFTITE® #12 Standard Rooting Fastener various PA 110 Tapered Polyisocyanurate loam insulation with high density fiberboard or Permalite perlite insulation. various various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite A insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110‘ Tapered Polyisocyanurate foam Composite N insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard 1-liglt Density insulation. Fiberboard PA 114 Insulation fastener for steel and plywood decks. 4 of 55 Frank Zuloaga, RRC !tooling Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.II8 Test Product Product Dimensions Specification Description GAFTITE 14 PA 114 Insulation fastener for steel, wood and Heavy Duty concrete decks. Rooting Fastener GAFTITE ASAP PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. GAFTITE® Base I'A 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 'W' PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 '' " PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and . interply sheet reinforce with a glass fiber neat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. • polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated %% Ph Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP I sq. roll ASTM D 5147 Non -woven polyster neat coated with 102 lbs. polymer modified asphalt and surfaced with mineral granules. PLUS t+ BEROID MOP 170FR 1 sq. roll ASTM D 5147 103 lbs. RUBEROID MOI' FR 1 sq. roll ASTM D 5147 105 lbs. 5 of 55 Non -Woven polyester mat coated with lire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with tire retardant polymer modified asphalt and surfaced with mineral granules. Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION 'Product RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID ULTRACLAD SBS GAF Aluminum Root" Paint GAF Built-Up Roofing Asphalt Dimensions 1 sq. roll 87 lbs. I sq. roll 102 lbs. '/a sq. roll 93 lbs. '/J sq. roll 90 lbs. 1 sq. roll 92 lbs. I sq. roll 92 lbs. 5 gallons 109. Roll 101 lbs. 5 gallons 100 Ib. cartons. bulk Test Specification ASTM D 5147 ASTM D 51-17 ASTM D 5147 ASTM D 5147 PA I00(A) ASTM D 1929 ASTM D 635 ASTM D 5147 6 of 55 Acceptance No: 0O- O331.43 Product Description Heavy duty, polyester reinforced. asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reintorced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced. asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with tire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with tire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum tlakes Woven tibertzlass mat coated with Polymer modified asphalt surfaced ‘vitlt aluminum, copper or stainless steel foil. ASTM D2824, Non- fibered. aluminum pigmented, Type 1 asphalt roof coating ASTM D312, Intcrply mopping and surfacing asphalt Types 1, II, III and IV Prank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: U0- 0331.08 Test Product Product Dimensions Specification Description RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt L RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt P GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTENIP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut perlite board GAFCANTT" • GAFTEMP Various Tapered perlite board GAFEDGET"' Tapered Edge Strip GAFTEMP Various PA 110 Tapered perlite board PERMAL1TE® Tapered Roof Insulation GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- MateT" 4 sq. roll Underlayment 30 Ibs. GAFTITE® ASAI' 500 per box PA 110 Perlite board Fiberglass reinforced shin`_le under1ayment I'A 114 Pre - assembled fastener and metal and plastic plates RUBEROI D® 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Modified Bitumen Type 111 Adhesive 7 of 55 ran Zuloaga. RRC Roofing Product Control Examiner Cott GAF MATERIALS CORPORATION Acceptance No: 00- 0331.08 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox Product Deklast Lock Plate 3" x 3 1/4" Test Product Dimensions Specification Description various PA 1 10 Polyisocyanuratc foam Apache Products Co. insulation (with current PCA) ACFoam I various PA 110 Polyisocyanurate foam insulation ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Ener_v insulation Products (with current P(._ \) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) I-ly -Therm AP various PA 1 10 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanuratc foam Celotex Corp. Line insulation (with current PCA) Anchorbond PA 1 14 Insulation fastening Celotex Corp. Fastener assembly (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #I4 and concrete decks Fasteners Inc. (with current PCA) Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) I'A 114 Polypropylene locking plate. 8of55 ivlanufacturer Atlas Enetuy Products (with current PCA) Construction Fasteners Inc. Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.03 Dek fast Fasteners I'A 114 Insulation fasteners Ibr Construction # 15 concrete decks Fasteners Inc. (with current PCA) Dekfast Fasteners #I2 ISO 95+ Composite Test Product Dimensions Specification Asphalt Primer EPS MB aluminum roof coating various PA 110 Extruded polystyrene generic insulation High Density Wood various PA 110 Wood fiber insulation board generic Fiberboard Pelite /Urethane various PA 110 Pcrlite / urethane composite generic Composite board insulation Pcrlite Insulation various PA 110 Pcrlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic various Rosin paper for barrier generic layer on wood decks Minimum # PA 114 Corrosion resistant annular generic 13 ring shank nails Min. 32 ga. x Product Description Mann fa cturer PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive ASTM D 41 Asphalt Primer 9of55 generic Corrosion resistant circular generic discs. PA 121 Aluminum roof coating Grundy Industries wish cu • r- ran ' Luloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00-0331.08 Product Dens -Deck various PA 110 Gypsum insulation board. Georgia Pacific (with current PCA) 1112 Roofgrip PA 114 Insulation fastener for steel ITW 13uildex or wood decks (with current PCA) 1114 Roofgrip I'A 114 Insulation Fastener steel, ITW Buildex wood or concrete decks (with current PCA) Gripdek Fastener PA 114 Insulation fastener ITW Buildex (with current PCA) I-lexce1 Fastener PA 1 14 Insu lation fastener ITW Buildex (with current PCA) I-lextra PA 114 Insulation fastener and ITW Buildex metal or plastic plate (with current PCA) Standard Plastic 3" round PA 114 Polyolefin plastic plate ITW Buildex Plate (with current PCA) ISO 95+ various PA 110 Polyisocyanurate Foam International insulation Perntalite (with current PCA) E'NRG'Y -2 Olympic Standard 3" round Test Product Dimensions Specification Description various PA 110 Polyisocyanurate foam insulation ISORoc various PA 110 Polyisocyanurate foam / rockwool composite insulation Manufacturer NRG Barriers, Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) PA 114 3" round galvalumc Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Insulation Fastener Olympic 1114 Manufacturing Group, Inc. (with current I'CA) l O of 55 Frank Zuloaga. RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.0S Product Olympic Polypropylene Olympic Fastener # 12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board UltraGard Insul-Fixx Fastener Insul -Fixx P Test Dimensions Specitieation 3.25" round various various various 3" round PA 114 Polypropylene plastic plate PA 114 Insulation fastener PA 114 Pre - assembled Insulation fastener and plate PA 114 PA 114 Product Description Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation PA 110 Rockwool insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate 11 of55 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic [vtanutacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) rank Zuloaga. RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 0U- 0331.08 Product Rawl Fasteners #12 Rawl Fasteners #14 Test Product Dimensions Specification Description PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete Ma nufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Rawl 2" Plate 2" round PA 114 2" round galvalume AZ55 The Rawlplug membrane plate Company Inc. (with current PCA) Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. (with current PCA) Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) 202 EIS PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) Super Prep II PA 121 Root' coating Thermo - Materials. Inc. (with current PCA) Tru -Fast DL PA 1 14 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Tru -Fast Plastic Plate Tru -Fast MP-3 3.04" round 3.23" round Tru -Fast 1-ID PA 114 PA 114 3.04" round polyethylene Tru -Fast plastic plate (with current PCA ) PA 114 3.23" round galvalume Tru -Fast AZ50 steel plate (with current PCA) 12 of 55 Insulation fastener for use in wood, steel or concrete decks Tru -Fast (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.08 Product Tru -Fast Ultra PA 1 14 Tru -Fast DP PA 114 Tru -Fast TP PA 114 Structodeck various PA 110 EVIDENCE SUBMITTED: Test Dimensions Specification Test Aliencv Test Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 13 of 55 Product Description Stainless Steel fastener for use in steel, wood and concrete decks Insulation 'listener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Description FMRC 1996 J.I. OT4A I .AM J.I. I VSA4.AM J.I. IRIA6.A1v1 J.I. 0T2Q4.Afv1 J.I. 0Q6A6.AM J.I. 3X3A2.AM Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current I'Cr \1 Wood Fiber Industries (with current PCA) Date 01.01.96 08.26.92 06.2 8.93 11.15.91 10.17.91 07.16.91 08.02.94 Frank Zuloaga, RRC Rooting Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.08 Test AEcncv Factory Mutual Research Corporation Trinity Engineering Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test Identifier Wind Uplift FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Wind Uplift PA 114 Fire Resistance Classification U L 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 1401'» Des J.I. 0Y9Q5.AM J.I. 1B9A8.AM J.I. 3 D4Q2.AM 4483.04 97 -1 R1306, 87NK 1 1819 1x3600.02.95 -1 x#4482.02.95 -1 Date 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 02.02.95 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.08 Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 1' 1 " or greater plywood or wood plank decks 12 System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: ( GAFGLAS ® #75 AFGLAS #80 UUimaTM Base Sheet, GAFGLAS® PLY 4 0. GAFGLAS® LY 6 ®, GAFGLAS FIexPIy ' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBL•ROIDAD 20 applied to the deck with approved annular ring shank nails and minimum 1 '1 tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the 11 • PIy Sheet: (Optional) One, two, or three plies GAFGLAS P 4®, G. FGLAS® PLY 64: PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lb Membrane: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: h, Ruberoid® Mop 170 FR. One or more plies of RUBEROID MOP Smoo Ruberoid® Mop Granule, Ruberoid0 Mop Plus - , ' I • u t or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraClad " SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule. RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule. RUBEROID® 30. RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladt" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 `,al. /sq. Surfacing: (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.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. -45 psi (See General Limitation #7) See General Limitation #1. See General Limitation #I. 19 of 55 Fran Zulona, RRC Rooting Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.08 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4( Flex Ply' 6 and Ply 6 when used as a ntechanicall% fastened base or anchor sheet. 2. 'V Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LINIITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for fire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance %vith Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a n1inintunt rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with TAS 105. If the fastener value, as lield - tested, is below 275 Ibf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters, extended corners, and corners). is limitation is specifically referred within this NOA, General Limi •inn - applicable.) 54 01 55 Frank Zuloaga, RRC !tooling Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.03 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. I f 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 Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END Of THIS ACCEPTANCE 55 of 55 F�anl. Zuloaga, RRC Roofing Product Control Examiner MIAMI -OAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE IVlonier Lifetile LLC 135 NW 20 St. Boca Raton Your application fo D •i1•'C -- •• • •. Slate Flat Profile Tile Atlantis Shake under Chapter 8 of the Code o • tamt -Fade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant foi quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1012.07 (Revises No.: 98- 0604.01) Expires:12 /16/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /30/1999 FL 33431 1 of 8 Internet mail uddre nit <tmuster ''hnildim MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Lrim rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliancy Ofl Hnmenuee: httn :!lwww.hoildinecodeoniine.eom MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 Trim Pieces Product Rainproof 11 Ice and Water Shield NOTICE OF ACCEPTANCE: 1. SCOPE This revises a roofing system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile I = 15" Atlantis Shake and w = 10 3/8" Slate Tile 1 ' /4" thick I = varies w = varies varying thickness 30 "x75'roll 36 "x75'roll or 60" x 75' roll Test Specifications PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 2.1 Components or products manufactured by others Test Dimensions Specifications PA 104 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. unde Product Description Single ply, nail -on underlayment with 2' self - adhering top edge. 36" x 75' roll PA 103 Self- adhering Product Description Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. wi cu NOA) Frank Zuloaga, RRC Roofing Product Control Examiner 1 •r L 1 I Id MIONIER LIFETILE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti IeTiteT" ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar 141140") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH 160 ") NOTICE OF ACCEPTANCE: Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. lOdx 3" #Sx 2 long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Test Specifications STANDARD CONDITIONS Product Description Wood Preservers Salt pressure treated Institute LP — 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA 3 ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsal Co. with current PCA Two component Polyfoam Products, polyurethane Inc. adhesive designed for adhesive set roof tile applications. Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X (ft') Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile � ` • MONIER LIFETILE LLC Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 3. LIMITATIONS NOTICE OF ACCEPTANCE: Dimensions Factory premixed canisters Test Specifications Clips PA 114 Min. '''A" width Appendix E Min. 0.060" thick Clip Fasteners Min. 8d x 1 '/4" ACCEPTANCE i'Io.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description See PCA Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Manufacturer Flexible Products (with current NOA) Generic 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck. applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7;12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations ran uloaga, RR • Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) • Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" the headlap and fasterners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 2: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 1.1 r Lift MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS rank uloaga, RRC Roofing Product Control Examiner Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyPro 118.9 PolyPro 40.4 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PoIyProTM. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Roofing Product Control Examiner iVIONIER LIFETILE LLC ACCEPTANCE No. : 99-1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS • •-•••••••--. OVERLAY 7 9" 1 1/2 " MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Frank Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTAN Frank Zuloaga, RRC Roofing Product Control Examiner Date / .Z Legal Description / �� Owner/Lessee / Tenant - � �./7 a- vr�T €- / / ' I e f V r ( I Master Permit # 1 12- Owner's Address l 4 1/ N E 70 a_ S Phone OD ) 7 ' - c Contracting Co. " Th Q a n ce cve Qualifier /4 , Cwt LQ p State # CC6-DS D 3 Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIP'T'ION le /7)1) ve Ja cri s74 q �t , .701 rout- / rl &d ig /�)2) �'t 1.t bf •f-� Q 2 1 , go O`T ON 1 n_`)) y Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / ( 1 / I _ (0 -S Tax Folio L /!7r S Se / LD 2 O8 7 ' -/ / 3 Historically Designated: Yes No WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary ss to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Building RADON C.C.F. Mechanical Plumbing Competency # Address Address \ypqTI • Tsddress , R- /�0 .f) v e r? 1 v Ins. Co. Estimated Cost (value) y� , 'j �� 0 b Signature of Contractor or Owner- Builder Date J ft7 O rc2f2rn L l ` P `( : Notary as to Contractor or Owner - Builder My Commission Expires: 'o PATRICIA TROUT CLEM ! MY COMMISSION # CC476969 IXPITU- *: July 9, 1999 4 ' BONDED THRU TROY FAIN INSURANCE, INC NOTARY BOND TOTAL DUE , et• 2- Date Electrical Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: Di A tJ) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ ROOF TYPE ❑ New Roof LJ Re- roofin g Recovering P ❑ Recoverin ❑ Repair ❑ Maintenance ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Job Address: Flat Roof Area (ft') 3 00 Sloped Roof Area (ft') Total (f) ' Op Master Permit No. Exposure category (per ASCE 7 -88): _C- Building Classification category (per ASCE 7 -88 table 1): F Deck type: kAb0 Fastener Type: ATTACHMENT SPACING Field: 161 Perimeter: `1Lj fJ ,56/4- DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) tA Corner: ROOF PLAN 123.01-78 9/96 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEAN HEIGHT Deck type: / Underlayment Insulation: Ridge Ventilation? Fastener type & spacing: Cap Sheet: 12 ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roof Covering: Drip edge: ATTACHMENTS REQUIRED 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 (Pmaxl: _ x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x ).: Aerodynamic Multiplier): ) - M = M PCA: (Pm ax3: x k (Aerodynamic Multiplier): ) - M = M PCA: METRO•D ADE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, TX 75038 Your application for Product Approval of GS Roofing Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Testing Company, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0502.04 (Revises No.: 94- 0531.041 Raul Rodriguez Product Control Division EXPIRES: 09/12/97 Supervisor - PLEASE NOTE - 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 uMd in Dade Co yrfi1y Florida under the conditions set forth above. APPROVED: 06/13/95 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (3 5) 372-6339 Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Cateeorv: Membrane Roofing System Sub- Category; Built -up Roofing Type: Modified Bitumen Sub -Type: SBS /APP PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Product Control No.: 95- 0502.04 Approval Date: JUN 13 Expiration Date: 09/12/97 GS Roofing Products Company, Inc. manfuactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markers these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1- 800 - 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744-7451 Raul Rodriguez Product All Weather /Empire Base Sheet Flex- I- GIasTM Base Sheet Flex- l- GlasTtil FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA Flintlastic GTS Flintlastic GMS /GMS Premium Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 39'/ x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39 3 / 8 " x 33'; Roll weight: 90 lbs. (1 square) 39 "x33'3 "; Roll weight: 105 Ibs. (1 square) 39'/ x 24'9 "; Roll weight: 92 Ibs. ('4 square) 39'/ x 34' 2 "; Roll weight: 100/105 Ibs. (1 square) Flintlastic FR/FR -P 39 x 34' 2 "; Premium TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Roll weight: 105 Ibs. (1 square) Test Product Specification J)escription ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Type G2 Modified Bitumen, coated fiberglass base sheet. UL Type G2 ASTM D 2178 Type IV or VI UL Type GI ASTM D 5147 3 Product Control No.: 95- 0502.04 Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM .D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. ASTM D 5147 Granule surfaced. SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement• for mop application. Raul Rodriguez Test Product Product Dimensions Specification Description Flintlastic FR Cap 39'/ x 34' 2 "; ASTM D 5147 Fire resistant, granule surfaced SBS Roll weight: 90 Modified Bitumen membrane with lbs. fiberglass mat reinforcement for mop (1 square) applications. GlasBaseT"' Base Sheet 36" x 108'; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) Poly SMS Base Sheet 39'/ x 64' 4 "; ASTM D 5147 Modified Bitumen, coated polyester Roll weight: 90 base sheet. lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. (1 square) Stormshield 36" x 75'; Roll PA 103s Slag surfaced SBS Modified Bitumen weight 76 lbs. sheet with fiberglass reinforcement for (2 squares) peel and stick application. 4 Raul Rodriguez Product Control No.: 95- 0502.04 Product Hy Therm Pyrox APOC 212 Sunbright 400 MBA ACFoam I1 Celcore Anchorbond Fastener Dekfast Fasteners #I4 Dekfast Hex Plate Product Control No.: 95- 0502.04 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification Description various various various Anchorbond LCW lightweight Concrete fasteners High Density various Fiberboard 2 7/8" x 3 1/4" PA 110 PA 110 PA 121 PA 121 ASTM 3019 Type III PA 110 PA 110 PA 114 PA 114 PA 100 Dekfast Lock Plate 3" x 3 1/4" PA 114 5 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Aluminum roof coating. Roof coating Asphalt based cold applied adhesive. Polyisocyanurate foam insulation Cellular insulating concrete system Insulation fastener and metal or plastic plate Base ply fastening systems for lightweight concrete decks Wood fiber insulation Polypropylene locking plate. Raul Rodriguez Manufacturer Apache Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of . Gardner Atlas Energy Products Celcore, Inc. Celotex Corp. Celotex Corp. Celotex Corp. PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Ind. PA 114 Galvalume hex stress plate. Construction Fasteners Inc. Construction Fasteners Inc. Product Dekfast Fasteners #15 Dekfast Fasteners #12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tice Type 'A' Nail -Tite Type 'R' GAFTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Test Dimensions Specification PA 114 PA 114 PA 114 PA 110 PA 114 PA 114 various PA 114 PA 121 High Density Wood various PA 110 Fiberboard board 6 Product Description Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks Product Control No.: 95- 0502.04 Manufacturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizell Corp. ES Products, Inc. PA 114 Galvanized steel base ply ES Products, Inc. fastener for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Base sheet fastening system. Asphalt emulsion 1, 5, 55 ASTM D 3019 Fibered asphaltic general Gardner gallons Type III purpose lap and ply cement. ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive ASTM D 41 Asphalt Primer Wood fiber insulation Raul Rodriguez ES Products, Inc. GAF Gardner generic generic Product Perlite Insulation Red Rosin Roofing Nails Tin Caps al MB aluminum roof coating Karnak 97 AF Karnak 97 Monsey MBA Gold I, 5, 55 Membrane gallons Adhesive Prograde Fibered Aluminum E'NERG'Y PSI -25 various PA 110 E'N RG'Y -1 Test Product Dimensions Specification Description various PA 110 Perlite insulation board various Rosin paper for barrier layer on wood decks Minimum # PA 114 12 Min. 32 ga. x PA 121 Karnak 81 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak Modified Bitumen type III, ASTM adhesive for application of Adhesive (Brush D 3409 SBS modified bitumen Grade) systems. Karnak 81 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak Modified Bitumen type III, ASTM adhesive for application of Adhesive (Trowel D 3409 SBS modified bitumen Grade) systems. PA 121 PA 121 PA 121 various PA 110 ASTM D 3019 type III 7 Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Aluminum roof coating Roof coating Roof coating Fibrated, rubberized cement for bonding modified bitumen membranes. Fibrated aluminum roof coating. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer generic generic Grundy Industries Karnak Karnak Monsey Products Co. Monsey Products Co. NRG Barriers, Inc. NRG Barriers, Inc. Product E'NRG'Y -2 Plus E'NRG'Y -2 N.T.B. Magnum N.T.B. Spin Weld Plate #12 Olympic Fastener #14 Olympic CR Base Felt Fastener and Base Sheet Disc Olympic Fastener Dimensions various various 2" round N.T.B. Plastic Plate 3" round N.T.B. Plate Olympic Fastener Test Specification PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 1 14 PA 114 PA 114 PA 114 8 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass reinforced nylon fastener for use in gypsum and cementitious wood fiber decks. 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with 1" head 3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZ55 plate for use with N.T.B. fasteners Insulation fastener Insulation fastener Insulation fastener assembly for Base Sheet fastening only Insulation fastener Product Control No.: 95- 0502.04 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. . Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Raul Rodriguez 7 Product Olympic Polypropylene Fiberglas UltraGard Gold Rawl 2" Plate Rawl 3" Plate Rawlite # 2100 - Modified All Weather Flashing Cement Aluma -Brite No. 120 Test Product Dimensions Specification Description 3.25" round PA 114 Olympic Standard 3" round PA 114 various PA 110 Paroc Cap Board various PA 110 various PA 110 2" round PA 114 3" round PA 114 PA 114 Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners I, 5, 55 ASTM D 3019 Rubberized all- weather gallons, also (Type III) and flashing cement, trowel available in D 3409 grade, modified adhesive. 10.5 ounce caulking tubes. PA 121 9 Polypropylene plastic plate 3" round galvalume AZ55 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalume AZ55 . membrane plate 3" round galvalume AZ55 steel plate Insulation fastener for cementitious and gypsum Fibrated aluminum roof coating. Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Olympic Manu facturing Group, Inc. Olympic Manufacturing Group, Inc. Owens- Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. decks Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Test Agency /tdentifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current Insulation Fastening Requirements Fire Classification Compliance ASTM D 5147 ASTM D 5147 Test Reports I0 Report 28013 FMRC 1994 RI190 97457 -4 97- 457 -2R Raul Rodriguez Product Control No.: 95- 0502.04 Date 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -60 psf Concrete -135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Maximum Fire Classifications Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Product Control No.: 95 0502.04 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Undenvriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. II Raul Rodriguez / j/t2L/;. Membrane Type: SBS Deck Type 1: Deck Description: System Type E(1): All General and System Limitations apply. Base Sheet: Fastening: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No.: 95 0502.04 One or more plies of GS Glas Base, GS Flex-1 Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply Sheet: (Optional) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch adhered to the base sheet. (Optional) Install one of the following: 1. 400 lb./sq. gravel or 300 lb. /sq. slag in a Flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 1/2 gal./sq.. -45 psf. Class 'A'; see General Limitation #2. 1:12; see General Limitation #3. GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 35 Raul Rodriguez Product Control No.: 95-0502.04 Underlayment System Limitations: 1. Application shall be perpendicular to the slope on slopes of 1:12. All side laps shall be nailed 6" o.c.. All applications with a slope in excess of 1:12 shall be applied parallel with the slope (strapped) with end laps backnailed 6" o.c.. 2. #30 base sheet shall be used only with Yosemite Mineral Surface Cap Sheet. 3. All Weather/Empire Base Sheet may be used with all top ply membranes. 4. Application of GS Flintglas, Mineral Surface Cap Sheet, Flintlastic GMS or Flintlastic GTA shall be in compliance with manufacturer's published application instructions. 5. Installation shall comply with South Florida Building Code Section 3404 and applicable Dade County Application Standards and Test Protocols. 1 Raul Rodriguez General Limitations: 1. All asphalt shall comply with ASTM D 312 type 111 or type IV requirements. All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be.in compliance with Sections 3401.5 and 3401.6 of the South Florida Building 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. Product Control No.: 95- 0502.04 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 IbsJsq.. Note maximum design velocity pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the.South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 1 I. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South • rid •j: u' +' ng ode. 102 Raul Rodriguez 103 12. Flashings shall be installed according 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 bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. 14. 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 Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved 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(ax3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., 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. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. 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. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 Ibf.. 21. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 300 Ibf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 Ibf. insulatio shall not be acceptable. Raul Rodriguez Product Control `o.: 95- 0502.04 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida: 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor FLINTLASTIC MODIFIED BITUMEN ROOF SYSTEMS * SPEC NO. STA -1 -3 SPEC. NO. STA -2 -3 SPEC. NO. GTA -1 -3 For use over non-nailable decks. For use over nailable decks. For use over non- nailable decks. PUNTA ASTIC STA OLASSASF YSE SHEET • • ASPHALT SPOT OP• • • • NONHAILASLE OECK • • Membrane: One ply of GLASBASE base sheet and one ply FLINTLASTIC STA modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet Asphalt Primer (Tit gal) 4 lbs. Type 10 Asphalt Spot Mopping to receive base sheet 15 lbs. GLASBASE Base Sheet FLINTLASTIC STA roll roofing lbs. ( Ply) 90 lbs. Approximate Total Finished Weight without surfacing 132 lbs. SPEC. NO. FR -1 -3 For use over non - nailable decks. ASPHALT SPOT MOPPING NON•NAHASLE DECK • • Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet Asphalt Primer ( gal.. 4 lbs. Type III Asphalt Spot Mopping to receive base sheet 15 lbs. GLASBASE Base Sheet (1 ply) 23 Ibs. Type III Asphalt Solid Mopping 25 lbs. FLINTLASTIC FR roll roofing (1 py) 100 Ibs. Approximate Total Finished Weight 167 lbs. Membrane: One ply of GLASBASE base sheet and one ply FLINTLASTIC STA modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet FLINTLASTIC STA roll roofing 23Ibs (1 Py) 90 lbs. Approximate Total Finished Weight without surfacing 113 lbs. SPEC NO. FR -2 -3 For use over nailabie decks. Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet Typ (1 ply) 23 lbs. e 111 Asphalt Solid Mopping 25 lbs. FLINTLASTIC FR roll roofing (1 ply) 100 Ibs. Approximate Total Finished Weight 148 lbs. 1401141AILASLE DECK ASPHALT SPOT • • OLASBASE BASE SHEET Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC GTA nodified roll roofing. Summary of Materials: Per 100 Square Feet Asphalt Primer (V2 gal) 4 lbs. Type III Asphalt Spot Mopping to receive base sheet 15 lbs. GLASBASE Base Sheet 1 FL NT IC GTA roll roofing Ibs (1 PIA 105Ibs. Approximate Total Finished Weight without optional surfacing 147 lbs. SPEC. NO. GMS -1 -3 For use over non - nailabie decks. OLASBASE SASE SHEET • • • ASPHALT SPOT MOPPING • • NONANAILADLE DECK ELINTLASTIC OAS • Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC GMS modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet Asphalt Primer eh gal.) 4 lbs. Type III Asphalt Spot Mopping to receive base sheet 15 lbs. GLASBASE Base Sheet (1 ply) 23 Ibs. Type III Asphalt Solid Mopping 25 lbs. FLINTLASTIC GMS roll roofing (1 py) 100 lbs. Approximate Total Finished Weight without optional surfacing. 167 lbs. SPEC. NO. GTA -2 -3 For use over nailabie decks Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC GTA modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet (1 23 lbs. FLINTLASTIC GTA roll roofing (1 Py) 105 lbs. Approximate Total Finished Weight without optional surfacing... 128 lbs. SPEC. NO. GMS -2 -3 For use over nailabie decks. fLNIT OAS MAMA SASE SHEET . i. L A,TIC MSLE OECK Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC GMS modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet (1 ply) 23 lbs. Type III Asphalt Solid Mopping 25 lbs. FLINTLASTIC GMS roll roofing (1 Ply) 100 Ibs. Approximate Total Finished Weight without optional surfacing... 148 lbs. • Max. Slope up to 6" in 12" - inclines above 2" (' above 1 ") see Nailing Requirements Section. U.L. Class A. Contact GS for details and System Requirements. Eligible for GS Flintlastic 12 Year Full Value Roof Membrane Warranty. Zones 1 and 2. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement 01 me plans and specifications herewith submitted for the build- ing cr ofnikr 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 Ls, regulatiorfi 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 Jame- C. Me- Registered Architect and/or Engineer m Bob 14-1.-eison g Company, Inc ?Ijj 1,.(v.,._zatjt..Ave,......Miami.,....EL.3.1 55 Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision --------- Street and Number where work is to be done States work to be done and purposc of budding (by (loors) .12.e.pLaC..12....exiti.4,e...11.00-46 - 20 )squcuLe)s New Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation e Roof Covering White Ahinge tile 00 00. Estimated Total cost of improvements $ 46 Amount of Permit , • e. 20.00 Zone cubage required _Plan Cubage Distance .to next nearest building Size of Building Lot 0 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, anti has complied with the provisions thereof, and will require similar compliance from all contractor,' 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 fhe site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontract subcona on 6rk to e per ormed under this permit, as are licensed by Miami Shores Village. ../".- Remaks (Signed STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared .--- -------- -- ----- ----- -a-- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. . s Permit No. 23• Date ) 04) s Read, worn t and Subscri Disapproved Date. - e ra44,..) Notary Public, State of Florida (Signed) Building Inspector My Commission Expires il.qtaatariLlaallE2azipi Con EnR!ras k!). 25, 1934 PLANNING BOARD DATE Sunda Thru Troy Foln Insuronco Inc. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 51.00 will be made for making corrections or chnnges to this application niter approval has been obtained from the Plannihg 1 A re-inspection fee of S1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE Street-141 IV .E 1.02...St. 141 N.E. 102 StAzet_ MWLci 11 81 and for no other purpose. to one well known, 0 MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Owner's Name and Address S. tY • hi/ AP BUILDING INSPECTION DEPARTMENT 90 0} 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. Date... -JAC . ,19 No / L.j , Street.10P` ' --7' Registered Architect and /or Engineer Name and address of licensed contractor.. k.1be.E. ... .:SaPPPL.::1 Co r 7/.0 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done Y ._ t -! � St to work to be done and purpose of building (by floors) eA2e: 7i. fir_ - -- 4_ ei - .__ New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ other purpose. and for no Addition Repairs No. of Stories Coverin 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 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 ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No /� 3 (e... Date C ( �'— Sworn to and Subscribed before me. Disapproved (Signed) a Notary Public, State of Florida Building Ins ctor C ommission Expires PLANNING BO Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of 51.00 will be charged materials and /or workmanship. D DATE ._. me well known, Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building R.� Architect Contractor or Builder Legal Lot II Bi. Description Address o f Value of Amt. of 4 t / 4 Building ! 17/ j ', 6. i (::e 4 ,. r / r ./.. . Project $ Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. / Signed. 'v -4 4 ( , -'� -- JJi at BY • 1 INS In sideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all rdinances and regulations pertaining reto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting : is iermit I assume responsibiliy for all work done by either, myself, my agent, servant or employee. � i (y y r + � I - r ' f L l vf./. (l ,/,. fly C� t"� AUTH CO su' s R OR BUIL MIAMI SHORES VILLAGE, FLORIDA DATE 65 ...;`( PERMIT 'N° 11596 YVork to be performed under this Permit :! Subdi- vision B1 f / 195 Contractor's License No 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. �, C_„_.:-.1 Date � ,19 Owner's Name and Address e r _`_ 7 e't( — / 51 / .2EJC2 ftrljk Street Registered Architect and /or Engineer _ Name and address of licensed contractor } _. e Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done / 5 71 State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories. To be constructed of Kind of foundation _ Roof Covering Estimated Total cost of improvements $.... __7 00 -. - Amount of Permit $ t 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. v C?. Remarks______ (Signed) e iGln�w STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tru Permit No /a Date Read, Sworn to and Subscribed before me. Disapproved Date ( Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT /e) 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.