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54 NE 99 St6UIIUII9 IJCIlgf1111611a Vs, nuncnw Uplift Report OK, see attached. 8/17/06 CG D � Passed 0 Vf Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number INSP - 13145 Inspection Date: 08/17/2006 Inspector: Grande, Claudio Owner: MOYER, GORDON Job Address: 54 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Thursday, August 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 X18 an Block: Permit Number: RF -3 -06 -765 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)758 -4893 Parcel Number 1132060131070 Lot: Phone: 786- 277 -9540 Page 1 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26 51 76 it -s- 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 , 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 - 74 99 25 7 50 75 100 U.S. SOUTH " °`° No 7469 SITE SPECIFIC INFORMATION Owner's Name 6 0i2-1:200 P C2.- \ Job Address Roofing Contrac or ma•f:R ' r r ' Type of Tile: t') tI-L -- ∎ 0 ' ' 9c -r -*Date Installed: 6,-- Approximate Roof Height: 1 yeet Roof Pitch: 3 ' t p Type of Access to Roof: Sca folds 1- Ladder Other Approximate Square Footage of Roof ®O ft Required Testing Force: 35 lbs. Date Tested 4 --2-0 THIS RE 3Jvi lTTED_ BY: • Lab Certification #'98- 0668:04 Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 State of FL Certificate; Authorization # 4100 Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL IN ACCORDANCE WIT THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL,' T . r . Sketch of Roof Jab • 4S1441- 474:xf C Kib:CdA- 0 4 CheaofiBy • 41 Itififfillt i' 1 _if I - 'filt .ti.... wu41 ,,, ,bIY JMMII La. . lWu.. 64uM . 11..M 11., -f l 4 . 4 _ 1 i A i - ( t-ii g In ammormiams, - ; ..r , r,,, 46, ,tqf aimmbL dna %,-r main • is I i aminsimmo iminuifflumw ripi,resv ,..,- uummuralinuma _ go: _ a . 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Sketch of Roof Jab • 4S1441- 474:xf C Kib:CdA- 0 4 CheaofiBy • Permit Number: RF -3 -06 -765 Inspection Number: INSP -13143 JUN $ OP Inspection Date: 8612£1=176" 6 Inspector: Grande, Claudio Owner: MOYER, GORDON Job Address: 54 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Friday, June 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)758 -4893 Parcel Number 1132060131070 Lot: Phone: 786- 277 -9540 Page 2 of 2 if 0 Infractio Passed Comments TIN CAP SPACEING True Passed Inspector Comments ( 5 /6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: =13141 Inspection Date: 04/04/2006 Inspector: Grande, Claudio Owner: MOYER, GORDON Job Address: 54 99 Street NE Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, April 3, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 305)795-2204 Fax: (305)756 -8972 Block: Permit Number: RF- 1-06 -765 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -4893 Parcel Number 1132060131070 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Inspection . Num tier: INS P 13142 Inspection Date: 04/04/2006 Inspector: Grande, Claudio Owner: MOYER, GORDON Job Address: 54 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, April 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pholr : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -3-06 -765 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -4893 Parcel Number 1132060131070 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Passed L f Inspector Comments r(ki 5-41- I/ Failed Correction Needed Re- lnspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection . Num tier: INS P 13142 Inspection Date: 04/04/2006 Inspector: Grande, Claudio Owner: MOYER, GORDON Job Address: 54 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Building Department Comments Monday, April 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pholr : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -3-06 -765 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -4893 Parcel Number 1132060131070 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Miami Shores Village HESSAC/E Building Department )0c 0050 N.E Miami es, 10:3G .�! 3 z(� Tel: (305) .2nd Avenue 795.2 Fax: (3 756.8972 Florida 33138 BUILDING PERMIT APPLICATION FBC 2004 City N1 (/9 Pi 1 S ff D (fir S State Tenant/Lessee Name Phone # Contractor's Company Name K I if F l Roo F I it/6 Address � O 13 o x 3) 0‘ Value of Work For this Permit $ t' � 2- o - ( DD Permit No. Master Permit No. 0 - Permit Type (circle): Building Electrical Plumbing Mechanical j oofin Owner's Name (Fee Simple Titleholder) &1� et' Op 0A) /14 Off/(✓ fe Phone # 3 OS Se 7 gg,',5 Owner's Address -Rq t) l-- 9 AA - Zip 3 3 /.38?' Job Address (where the work is being done) City Miami Shores Villa _e County . Miami -Dade Zip 33 / ? " FOLIO /PARCEL# 11 3c90f--t I3- 1010 Is Building Historically Designated YES NO 1/ Phone# 3O5' 7 S'7 ©19/ City MIA l State L �" Zip 33/C-3 Qualifier Name tx W 4 L F CO OOrl �v Phone # 30 S 7s '7 > l 9 / State Certificate or Registration No. lL CO 4' /� 0 "1 g 5 Certificate of Competency No. (3 Q S C 0 y3 6 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 0.05t/ Type of Work: ❑Addition ❑Alteeration ['New (2Repair/Replace ❑ Demolition Describe Work: " rear Off 1 e.)( I s'I`I Y1 J 4 -'4'I I e cu t\ �-f 16c r - ) -e w, h a Rely co 101— I'hroi ek,l l +i IBS The srumc- color Spa-► i sX-5 c J&y4-i !e &y roof sys+enAsl ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * F * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $i D 1 V CCF $ 1 0 • 0 CO /CC Notary $ 6 .00 Training/Education Fee $ 3, GO Technology Fee $ '7 • 50 Scanning $ I .00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ,c40 See Reverse side —+ Bonding Company's Name (if 'applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sign: Print: My Co (Revised 02/08/06) The foe oing instrument was acknowledged before me this 17 The foregoing instrument was acknowledged before me this 2,1 day ofN -C-H 20, b .ceN s Mp` R . day ofd -E-A , 20 b !— LJ & / who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. 1 e=4 as identification and who did take an oath. NOTARY P ' LIC: NOTARY PUBLIC: Owner or Agent I °AMY puntic.sTATE OP FLORIDA � Yorlen andez i ariartiows _ Co �. 1 - Do 4-7_6455 ihrlfwa. wow- i ssion Expires: NO APPLICATION APPROVED BY: Signature Sign: Print: My Co ouust<zuRA-0 on ission Expire Contractor TATE OP PLOROA a,ay 4 I I 11, � *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * *. * -, rat***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO.1 1 - 3A 7---°1 5- 070 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descristion of p operty and street/address: _I e 9 f1/44 1'4 -ld�t .1 A BC r f > D P ID-1D lOr 4- 1 l - K (I• SI k WO. DD D X NS S x 2. Description of improvement: i2oo P 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 'f AU L- f- tE1 -_. P •O • ON 531051 , 1.4 -tOats, n 33153 5. Surety: (Payment bond required by owner from contractor, if 5� FLORI UN OF D ADE I l c .�B YCERTIF U Name and address: original fil in thisni_e Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom n• tices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different nature of Owner �oR -Don mo . 64 n6 9cr-4 Sir . 1'� IAM, *WS 1 330 3 aw n& s specified) �rint Owner's Name °N- S • � �� Prepared by J � A-I Sworn to and sub 1 ribe before me ) Public Print Notary's Na My commission e 123.01 -52 PAGE 4 B/02 WITNE HARVEY R By 1 day of M��H , 20 NOTARY PtIB S OP FLORIDA 1 ei}y Hernandez is 'on # bp476455 • 111111111111 111 F- CI-4 2006R0307983 DR Bk 24345 Ps 352 2; (1P9 RECORDED 03/22/2006 12:10:37 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE u fth e cypy o f Ala. ,AD20 O'iciai Seal. K, .f Circuit and County Courts Address: R•o• (X 531051 t* 1( 33153 Issue Date: 3/28/2006 Owner's Name: GORDON MOYER Permit Type: Roof Work Classification: Roof - New Job Address: 54 99 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/24/2007 Contractor(s) KAWALEK ROOFING, INC Phone 786- 277 -9540 Primary Contractor Yes Comments: TEAR OFF EXISTING TILE AND FLAT ROOFS; REPLACE WITH A NEW ALTUSA COLOR THROUGH ALL TILES THE SAME COLOR SPANISH - 5 CLAY TILE AND FLAT ROOF SYSTEMS Type of Work: New Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $10.80 $3.60 $5.00 $300.00 $9.00 $7.50 $335.90 Building Department File Copy Applicant Signature Parcel #: Block: Section: PB: Total Square Feet: Total Valuation: Required Inspections Permit Status: APPROVED Permit Number: RF -3 -06 -765 Phone: (305)758 -4893 1132060131070 Lot: 2250 $ 17,200.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number RF Total: MAR 3 O PAID Amt Due $335.90 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is':the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 1'1 Aesthetics - Workmanship the workmanshi 4402 are for the purpose of providing that the rogf system meets th wi • off sstan,� d er instruction performance standards. Aesthetics ( appearanc ith respect to workmanship provisions. Aesthetic issues such appearance, that are not part of a zoning code, should be a:: esse• as • . : greement between the owner and the contractor. 2.' iu Renailing wood decks: When replacing roo i:3,'!_, t �•� exi�ti g wo . d • of deck may have to be renailed in accordance with the current provision , om • on R4403. (The roof deck is usually concealed prior to 'removing the e ■ 3. 4't Common roofs: Common roofs are those l � � a � o �ible delineation between neighboring units i.e. townhouses, condomin s with common roofs, the roofing contractor and/or owner s • . .y = • c • : nts of adjacent units of roofing to be performed. 4. , • Exposed Ceiling: Exposed, open beam ce gs are w ere the underside of the roof de king can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option o, maintaining the appearance. 1 I.: I q! Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. \+ I Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to in till oy er flow scupver.in accordance with the requirements of S:,:.ticns 10.402,R44(I3 and It44I3 : : :: : • .• .. • ... • . • ••••,... • •• ••• •• •; .. •• Vcnt Most roof structures should have some ability to vent natural '1. t cture asse bl (the building itself). The existing through the interior of the art} � Y ( g fl• ti g mount of attic venti mi shail•xot be re 2u ea. It may be beneficial to consider additional ‘ eittiag which can rs. ultiil extertditlg the =vM life of the roof „,-„,..4..---_-.4, �' �� :..... • i i:/< , ' 61"5 • • Si nature: J��t� Contractor Signature Date Owner /Agent's : : : • •• ••. • • • . .. • • ••• • • • ••• • • iC ■ zit._ ' man= C' ■ nom ■ijj■ � � ■' . �. u.. ■ ■ CC ■ _. ' _J // C� i• gu. USIU ■ /''*•'� ' u ' ... u ' �-{ C C�CC � F � i C . ' Mil IME / i � � CC . / C . .■C 1C ■a .: :.■ • /■ L .. . ,, �• ■. C. / / CC: ■ ' '� ■ � CC. :C - : CC a: M _�� =11:n 1 E II IMIMIE. .1914 ri MIIIMIESSIMI, • Mr MI genii i % ; ::m Eri: .1 'Vi P,=1-1 rummy so a • a :111 � � I III C-J ■ mi •y.. Fin *i .. ..EC El U 1 � . _ [ 1 _11 : - -� - ir�1 �� R y -• • . :�•* /:, . 0 .. � A _ :� U TH ip . 1:161 11.9: ■ .ill : _ - � ■ i u s - 3411 1-1 1; -+ -f;-f , ; -1-r -1 ' T1 Ln 1,x,.1.11 � t .; i1 •1I . • •.��y i • ° ;- 1 1 1y�! M + 1 , Iaa as 7 ± • ■ IUU t± • • i it E1 H 4 �� _ '_ I. - _ - - _x_ - 4 7 ; 1. lei . I...1 ..1 _ +1.4.1..i..1+ _ 1. =1_ I " _tai t .. �: -:�= I— 1 . - �. -- _1 LT) , ; J 9-11=1- I , T -1 • t 1 $03 q►CE 2 Master Permit No. Contractor's Name Job Address 1i Low Slops Asphaltic Shingles • • • • • • • • • • • • • • •• • ••• • • • • ••• • ••• • • ••• • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Process Nc. I- iVL rAwd_ler„.. 3 u. e 6 79 Sr ROOF CATEGORY ❑ Mechanlcalty Fastened Tile LT Mortsr /Adhsslve Set Tile ❑ Metal 'an es ❑ Wood ShinglesiShakas ❑ Prescriptive SUR -RAS 150 Ges: - ' -. t`~ "• yes o Type: Nat 4. • • • • • • • • • • • • • • • • • • • ROOF TYPE CI New Roof ng ❑ Recovering ❑ Repair ROOF SYSTEM 1NFORMA Low Slope Roof Ares (SF) .p Sloped Roof Area cS '3 o0 11; ` ���adoo �wr rsn�� ecc Section B (Roof P t. Sketch Roof Plan: Illustrate ill levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. T o- P l Florida Building Code Edition 2002 High Ve la I_y Humane lane Uniform Permit Application Form. ' . Section C (Low Mooed Roof System) Fill In Specific Roof Asambly Components and Identify/ Manufacturer 'go component Is not used. •NA7 System Manufacturer b 1 f . 03 —6.5o1 ioA Design Wind Pressures, From RAS 128 or Celoulstlone: • Pmat 15atPmmz AL'3PmmO: ) 211 y .dpn Pr�gp s rPO n the Sped* NOA . 1:44wicTyp.; 1AlDOd S! LAP • Fastener Spacing for AnchoriBass Shot Mtachmsnt ,,, FINct '00 m Lap. i irem; •ao . Perimeter • oo ® Lap. It Rawe ' b • 00 Comer 2• co ®Lep, S Rows 1 ' .00 Number of Fasteners Per Insulation *Board A- Field , Perinnet,/r __Corner._._ Illustrate Coeiponinta NOW and' Details as Appilcsble: • �� n � \ Woodbloddng. Ovtter. • Edge �enNrnation. Serippbq, flashing. Contlntaua CNal, Cant sl ope; • • 0 . Strip. Bea. Flashlrp, Corintr- Flaahing. t o. • AndtodBase Sheet & No. of Py(s) ;1 P 1 y ( � — ' h � � Coptn E Mean Roof Height. par+ppoi Height. S i Height of Base Flashing, Component Material. • Material Thiolatess. Fastener •Type, • Fastener.. • Spadng or Submit Manufactures 'Details that Comply with ` 8 : 111 and Chapter 18 Insulation Base Layer. Baseinsulatlon Size and Thickness: _ CAF M D d 1 'P eCi- Base Insulation FastensrlBonding Matterilt Tap Institution Layer. . . Tap inndation Size and Thickness: Top insulation FastenedBonding Material: Bess sheet(e) & No. of Py(s): Bass Sheet FatenedBondl ng &tidedal Fly Sheet(s) b No. of P Foete e[� onding Material � 'ten a m eel • Top - - . T P • • �s • N • onding I e at , dal:: S urfl d • u imen 4"rioe h t w oo Spe� �6 erP noty� • h a pi B1+K..teen • 3 r ^ �a =p►y 1be base sti • wt Roof System Manufacturer: pri-t-u.sci Notice of Acceptance Number: Da- 1 115. d 3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 4716 P2: /00i l> P3: 0016 Maximum Design Pressure )I-- (From the NOA Specific System): (C7 % 5 Method of tile attachment: PO I y Fo 04m G.,d, h e I v& Roof Slope: 3 :12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulatlon: Ridge Ventilation? 'v // Ire Barrier: Mean Root Neight: .) v ),•• • • . • • • • . . •. .• • • • •. • • • .•• • • •.• • • • ••• • • • • ••• • • • • • • • •• • .. • • •. •• • • • •• • 23_01-48 5/03 PAGE 4 *so • • • • go** • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• .■• • • • •.• • • 1%6 V - ToW - fr N/ astenerType & Spacing: dhesive Type: ype Cap Sheet: ••• • a60hal+ 1 oof Covering: • • • • . . . . • • : ryiie $' •DN 8,zip G O.,'J • • ge: 3X3 _ )oil v • • • • .. •• -• • •• • • • ••• • • • • . . • .. ... ... • • • • • • • 000 • • • • ••, • • • • • • • • • • • • • • •• .. • • • •• •• ••• • • • ••• • • 11/41,R Where to Obtain Information Description Symbol Where to find Pressure P I or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by P8 based on ASCE 7 2001 'f Hsi t H lob Site of Slope 8 lob Site Aeroi - .-- -- .. :ultiplier X. NOA Restoring Moment due to Oravity M, NOA Attachment Resistance M NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance r NOA Required Uplift Resistance F, Calculated • • • dwe, p Ti a liyeittu • • W NOA • • • • Ti1oDi�aeade'sut, • •• . NOA ••• •• • • AU calculations must be submitted to the •• Building Offehd at tb time of permit appikatdaa. M, Required Moment Resistance* Wan Roof Height —O. Roof Napo j 15' -_ 20' 25' 30' 40' 2:12 34.4 38.5 382 39.7 42.2 3:12 32.2 34.4 38 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 - .. 28.4 30.1 31.8 . 32.8 34.9 8:12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 1 Florida Building Code Edition 2001 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from K. if the M, values are greater than er equal to the M values, for each area of the roof; then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pr: s x a__J -ma: a _ +r NOA bt7 (P x o _) — Mg: = „ NOA M, (P x A. ) - Mg: = NOA Mr Method 2 "Simplified Tile Calculation Ps< Table Below" Required Moment of Resistance (M,) From Tabk Below Sat • NOA Mt 6 & 5 "Must be used in conjunction with a list of moment based tile systems endoned by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F, values, for each area of the roof, then the We attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : x l: m x w: - ) - W: x cos B.• = F,,: NOA F (P3 : x l: a x w: - ) - W: x cos B' = F,s: NOA (P : x I x w: ) - W: x cos 49: - F,3: NOA F _ • • • • • • • • • • • • • • •• • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • 000 • • • • 0•0 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • •' 9041 • • COMMENTS: 00 0 0 0 0 0 0 O 0 0 0 0 0- 000 0 00 n SECTION 1524 _ HIGH VELOCITY HURRICANE ZONZ K, 9524.9 Scope. As it pertains to this section, it is the responsibility of the ooing for to provide the owner with the required roofing permit, and to explain to the oa+nar the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and otEndarde of the industry for roofing system Installations. Additloneliy, the Vollowing items shour�, be reseed es it of the agreement between the MAN ® r.'i the c ritr c . The @meet initial In the d ®signet space tedicetes that the items has been explained. 1. sties- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of o coning , chow, be addressed as part of the agreement between the owner 3 the contractor. 2. Renalling Wood irks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the currant provisions of Chapter 18 (High Velocity Hurricane Zones) of the. (The roof deck io uoually concealed prior to removing the existing roof oysts m). 3. Common Roofs: Common roofo ens those which have no visible delineation between neighboring unite (1.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of odJecent unito of roofi wort to be performed. 4. Exposed cslllo a: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner msy wish to maintain the architectural appearance; therefore, roofing nen ponetratione of the underolde of the decking may not be acceptable. The providoo the option of rn0intaining this appearance. • 5. Ponding Water: The current roof system and/or deck of the building may not dreln well and may cause water to pond (accumulate) In low -lying areas of the roof. Ponding can be an indication of 6 distress and may require the review of a professional structural engineer. Ponding may shorten the life eepoctency and performance of the new roofing system. Ponding conditions may not be edent until the original rcofinp oyotere io removed. Ponding conditiono ohouirl be CerfOla 8. Overflow geupprr a (wall off): it to required that rainwater flow off so that the roof 10 not ovorloaded from a buildup of water. Pedmeterl:..K walls or other roof extensions may block this diochcarge if overflow scuppers (well outlets) are not provided. It may be naoeosary to Wotan overflow ocuppers in accordonoo With the rr quiomento of: 7. Ventilation: we. oat roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The exioting amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can recall in eetonding the omrvice life of the roof. WIRED MINERS NOTIFICATION FOR ROOFING CONS + !NATION Owner °s /Agent ° s Signature 0 000 0 0 0 0 00 0 O 0 0 0 0 0 0 0 0 00 0 0 0 00 000 00 Date 0 0 Cc raptor °s Signature O 0 0 0 0 0 0 0 0 0 O 0 0 0 000 0 0 0 0 O 0 0 0 0 0 0 0 0 0 00 O 0 0 0 0 0 0 0 0 0 000 0 0 O 0 000 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 000 0 0 O 0 0 0 0 0 0 0 0 00 00 0 0 0 00 00 O 0 000 0 0 0 0 O 00 0 0 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following iterns should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance aad water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renatled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). p ig 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. P hu 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may with to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance: V ti' JJ � 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural .engineer. Ponding may shorten the Life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. i 7. Ventilation• Most. roof•structures.should have some ability to vent natural airflow through the interior of the structural aliergbjyj(tt:ejbtnilaing itself). The existing amount of attic ventilation shall not be reduced. It may be bejficiaj tet @et ajigjuonal venting which can result in extending the service life of the roof. SECTION 1524 HIGH VELOCITY HURRIC.4NE REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS )wner's/Agent's Signature . • •• • • .. .. • .... • • .. .. .. • • . . . ... .... • ••• • • • • • • • • • .. • Date ...... • • • • • • ... • • • • • • • • • • • • • • •. ••• • ... • • o \-90a.“,waitiurie-le Contractor's Signature BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77 Avenue Miami, FL 33166 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (30S) 375 -2908 SCOPE: This NOA is being issued unc. the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami - Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid. after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the m.tnufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use ott such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the reqt ireinents of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufe.cture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising; or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA. shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be d .splayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 1NSPECTION: A copy of t tis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins Dection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentatio l was reviewed by Frank Zuloaga, RR.0 •, 4. ;r -•ni.1 .. ... • • • • • .. • • • • • .. e ... .. • • • . . .. • • .... • • • • .. . ... • • • • • • • ... ... • • • .. • • • ... • ... • • • • • • • • • • • • • • • • • • ... • • • .. .. • • .. .. ... • • • . • • • NOA No.: 02- 1115.03 Expiration Date; 12/16/07 Approval Date: 12/12/02 Page I of 7 VJAP.7.71 71167 'Rl•5e(1 ROOFING ASSEMBI,Y APPROVAL category: Roofing Sub - Category: Material: 1. SCOPE This renews roofing system using Altusa One Piece 8' Clay Roof T11es, as manufactured by Almar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requin ments, as determined by applicable Building Code does not oxceed the design pressure values obi wined by calculations in compliance with RAS 127 using the values listed in section 4 herein. T ie attachment calculations shall be done as a moment based system. 2. PRODUCT DES :RIPTION Manufactured by Applicant Pinualm Altusa One Piece ' S' Tile Trim Pieces Clip Clip Roofing Tiles Clay L 18'A" w = 10.5" '/" thick nominal 3.25" high Length: varies Width: varies v crying thickness L =6" D - 0.125" L• &h -2" W = /z" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test totencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex CorporeApn. • • • . . . PRI Asphalt T8ghno1q ', Redland Technologies • • • • • • • ... • • .•. • .... • • • • • • • .. ... • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • 000 • • . Test Sp eciflcatlonl TAS 112 TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations, Manufactured for each tile profile. PA 114 Tile clip Test Identltler 94 -083 PA 114 L Shaped tile clip 94 -084 25-7200-1 Project No. 307025 Test #MDC -78 STS 520649 O • O C,�,F- 003 -02 -01 7161!03; Appendix III Product Description High profile clay roof tile. For direct deck or batten nail - on, mortar set or adhesive set applications. Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Tasting PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 at April 1994 May 1994 Feb. 1995 Oct, 1994 May 2000 October 2001 Dec, 1991 NOA No.: 02- 1115.03 Eiptration Date: 12/16/07 Approval Date: 12/12/02 Page 2 of 7 Te We 1: Average Weight (W) and Dimensions (I x w ) The P'rbf1.. • • • • .. • . .. • .. ". W4Igflt W (Ibf) • • • • • • • ... • • •. : : • $79 Length -I (ft) 1.52 Width -w (ft) 0.875 One Piece 'S.Tile..: Teat Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 3.1 Fire classific::tion 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 vith RAS 106. 3.3 Applicant shill retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum un.derlayment shall be in compliance with the applicable Rooting Applications Standards lis.ed section 4.1 herein. 3.5 30/90 hot me Aped underlayment applications may be installed perpendicular 10 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 %,rith applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Alto la One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Att ichment Calculations • • .... .... • ... .• • • •. • • • ... • Vest 1 jejitltler 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • .... • .. • • • • • . • • • • • ... • •••. ....... • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • Tgst Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail - On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -75 84 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 NOA No.: 02- 1115.03 Expiration Date: 12/16/01 Approval Date: 12/12/02 Page 3 of 7 WJA( ,nn ^ . C 1 . 1an TabI ■3,. Restoring Moments due to Gravity - Ma (ft-Ibf Tile Profile 3 ": 12" or loss 4 ": 12" 5 ": 12" 6":12" 7 " :l2" or greater One Piece 'S' Tile Battens [tract I >ect; Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4A7 .L35 4.40 5.27 4.31 5.18 4.20 _ 5.03 4.08 4.89 Table 2: Aerod namic Multi • tiers • X ft Tile Profile X (ft ) Batton Application 0.253 X (ft Direct Deck Appllcatlon 0.274 One Piece 'S' Tile _ Table 4; A':tachment Resistance Expressed as a Moment - Nif (ft -Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19132" plywood) Battens One Piece 'S' Tile 2 -10d Rlrg Shank Nails 28.6 5,1 41.2 6.8 19.4 2.6 1 -10d Smooth or Screw Shank Nail 2 -10d Sntooth or Screw Shank Nails 6.9 9.2 7.3 1 it Screw 28.7 28.7 N/A 2 .NB Screws 58.2 58.2 26.8 1 -10d Sntooth or Screw Shank Nall (Field Clip) 23.1 29.3 23.1 29.3 19.0 24.0 1 -10d Smooth or Screw Shank Nell (Save Clip) 2.10d Sr tooth or Screw Shank Nails (Field Clip) 27.8 27.8 38.6 2.10d Sr tooth or Screw Shank N ails (Save Clip) 38.1 38.1 41.8 1 Screw with Altusa alp The c 1p details) I One Piece "S" 1 Screw with clip (at the head of tile) 187.1 187.1 N/A ,Tile' One Piece "S" 1 Screw with clip (at the TIIe' water course of tile) 35.2 35.2 N/A 1. screw must be Installed i1 the Inside nail hole located nearest to the hump of the tile. Profile One Piece 'S' Tile manufact .. ... .. ant M, (ft -Ibf) Minimum Attachment Resistance 29.3 Table 5; .4ttechment Resistance Expressed as a Mom for Two Petty Adhesive Set totems Tile Application 1..rt:nt :.:r•v• for etatlation re.uiremente. Flexible Pn4Jcte CorrpoilgTtPt9pngl Pjvetage weight per patty 10.7 grams. Pol oam Product In- .veaiee weightper1atty 8 grams. • • • •• • • • . .. • • • • • • • • • • • • • • ••• • • • • • • • • ... . • .. .. • • • ... • ... • • • • ... • • • • • • • .. • • • • • ... • • • • • .. • . • .. • • .. .. °. • • .. .. ... • • • ... • • Adhesive NOA No.: 024115.03 Eiptradon Date; 12/1.6/07 Approval Date: 12 /12/02 Page 4 of 7 MJA6.7i 7AA7 •ci.lan Table 5A: <<ttachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems - Mt (ft -Ibf) Minimum Attachment Resistance Tile profi Tile Application One Piece '6' Tile Polyfoam PolyProm' 96.5 Polyfoem PolyProTM 38.7 4 Lar•e • add •lacement of E+ prams of PoIyPro* ". 5 Medium paddy PlacemEnt cf 24grams of PolyProTM. Table 58; attachment Resistance Expressed as a Moment • M,(ft -ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Reslstande One Piece 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following stet' :ment: "Miami -Dade County Product Control Approved ". 6. BUILDING PEf'MIT REQUIREMENTS 6.1 Applioat: on for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. i it •.1 +, I n l.I PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE 00 0 041 • • • • • 0• • • • • • • • • • 00 0 00 00 • • • 00 • • • ... • • • • • . 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • 040 • ... • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • ••• • • • • • •• • • NOA No.: 02 - 1115.03 Expiration Date: 12 /16/07 Approval Date: 12/12/02 Page5of7 WrIIC:l.I ZOO '61'3;4 CLIP WITH ONE (1) 8C REW ATTACHED TO IIECI( I . — • .1 b I C•- • ii1.1 <, "SPANISH S" 7ILE BY ALTU$A (TYP.) .. . • • • • • .. • • • . . • .. •• .. • • . .. • • • ••• • • • • • • • • • • • • • • • • ••• ••• • • • .. • • • ... • ... • • • • . .. • • • • • • • • • . • • • ... • • • • • • • • • • • • • • .. . . • • • .. .. .. • • • ... • • CLIP DETAILS 2.111" OVERLAP (COVERS PIN HOLR) f� I CLIP PLACEMENT MAIL SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILL ECK CLIP NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 SCRIM (HOLDS CUP ONTO DECK) L r , • Co LI "6P'AN16M !" TILL 9Y ALTUI -� (1Y P.) CUP PL 10E11HNT DRTAIL . • • • • • . . • • • • .. ... .. • .. • ▪ •• • • • • • • • • • • • .. .... ••• • • • • • • ... • • • • .. .. • • • ••• • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ...... • •• •• ••• • • • ... • • CLIP DETAILS (CON'T) 7114" OVERLAP (COVERS PIN HOLE) 5 END OF THIS ACCEPTANCE SCREW IN THE MDR NAIL MOLU NEAREST TO TM! HUMP OF THE TILE 3.00' ••- DECK 1 114" 13/4" 3/4' i / / / 618' GALVANIZED METAL CLIP DECK 21/2' SCREW NOA No.: 02-1115.03 Expiration Date: 12/1.6/07 Approval Date: 12/11/02 Page 7 of 7 WdIC �L ZOOZ •6( G MMADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethane Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14 /2001 •. •.. • • • • • •• • • • • • • • .. •.• .• • • • .• • • •..• • • • • • • . • •. • • ••• • • .•. • ••• • • • • • • ▪ • • • • • • .., i \\s045000I \pc2000\ \ templates \notice acccgynce cover page.dot • • • • • • • • • • • • • Internet mail address: postmast a t iuildige od eo► • line co tl• • •.. . . • •.• • • MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ' MIAMI, FLORIDA 33130 -1563 . (305)375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX(305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline:com NIAMFDADE PRODUCT CONTROL NOTICE OF.ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stucbncr Road Spring ,TX • 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05 /10/2006 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. •• ••• • • • • • •• APPROVED: 06/14/2001 : • • • • • • •••• • . . • • ... • • •.. • • • . . • .. • • • • •• • ••• • • • •. • • • • ••. • 11s045000I 1pc200011templates \notice aeaelrtance cover pegcadoe • • • • • • • ••• • • • Internet mail ad dress: postmaster4pellQiregc :deirlirte c4 ... • • • ... • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET; SUITE 1603 • MIAMI, ,FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527. FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305)375-2908 PRODUCT CONTROL DIVISION . (305) 375.2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office FIomepage: http : / /www.buildingcodeonline.com Polyfoam Products, Inc. ROOFING ASSEMB Category: Soh-Category: Materials: SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AII160 Foampro® RTF1000 N/A ProPaek® 30 & 100 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional . Stability LY APPROVAL Roofing Roof Tile Adhesive ASTM D 2126 +0.07% Volume Change @ -40 F., 2 •• ••• • • • • • • • • weeks • • • • • +6.0% Volume Chan e • • •• Humidity, 2 weeks . •• • . 1 • • • • • • • ..• • • • • •• ••• • Polyurethane Dimensions N/A • ••• •••• • • • • • • • ••• • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • •.• • • • • • • • • • • • •• • • • • •• • •• • • • • ••• • • • ACCEPTANCE No.: 01- 0521.02 Test Specifications PA 101 1.6 lbslft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm /Inch Approval Date: June 14 2001 Expiration Date: May 10, 2006 Results Product Description Two component polyurethane Dispensing Equipment N/A Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner • ' Polyfoam Products, Inc. Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating, 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof the adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein: — w F' = MS 4, INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® Qtf160 1pltbe rtial With Foampro RTF1000 or ProPack® 30 & 100 dispensing equip ent •: • • 4.7 Polypro® AI - I16e haiNnot be•e,pMed permanently to sunli • • ••• • •.•• ▪ • • •. • • • • • • • .• • .. • . •• • • • • • . • • • • • . ... • • • • ••• • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • ... • • • • •• • • . ..• • • • • • •..• • ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires,the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. A n 1 :4 ACCEPTANCE No.: 01 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. Nall through plastic cement Peddy(Benealh 111.) Underlayment Ere Coupe 10 M. Eave Ckaure 7s r eve a s Nall through plastik cement 1krderlayment Esee Course Eave course only. Keep adhesive approx. 4 in. up from werpholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Fascia Eave Closure •• • • re • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • •••• • •. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • . • • •• • •• ••• • • • • ••• • • ACCEPTANCE No.: 01- 0521.02 Nall through plastic cement UUndertaymant i to in. EaveCourse Eave course oak: Keep adhesive approx. 41n. up fromweepholes Paddy (Benatti TOo) Fascia Weephole Eave closure Drip edge 1) lace enough adhesive to achieve 11 to 23 guars Inches In contact with the pan the 2) Turn covers upside down Place adhesive 1121n. 01 h. From outside edge of cover Igo. Then-install the hie, Underlayment 1 Ramey top portion of the cave count cove tile. Abut to second course of pen tiles. Ensure eave end of pan and cover ties are flush at save One. Eave closure (mortar shown) Weephole Fascia Bo Optional 2.41 for steep pitch application& Nag through plastic cement Frank Zuloaga, RRC Product Control Examiner Optional Polnt•up Mortar on longitudinal edges of Ida Sheathing 'Polvfoam Products, Inc. Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Eave Closure ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY J ACCEPTANCE No.: 01- 0521.02 Nail through plastic cement Underlayment 1 Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge Frank Zuloaga, RRC Product Control Examiner 'Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data; engineering documents; are no older than eight (8) years: 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product' Control Approval", or as specifically stated in the specific conditions of 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. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. .. ... • • • • • . • • . • • • • .. ... .. • • • .. • •• • • • .... • • • • •• • • • • . .. • • • • • • • • ... ... • • • • • • ... • ... • • • • • • • • • • • • • • • • ... • • • • .. • .. • • • • END OF THIS ACCEPTANCE • • • • • • Frank Zuloaga, RRC Product Control Examiner M1AM[DADE 131,111.ATNC. CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 Score: This NOA is being issued under the applicable piles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used iu `.fia::ri lade County and utLer ar ;.as where allowed by the An hcrity Having Jurisdiction (AID). '1 his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AFIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves tltc right to revoke this acceptance. if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity hurricane 'Lone of the Florida Building Code. D1;SCRIPTION: GAF Rubcroid ® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement.: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for tcrtninatton and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall he provided to the user by the manufacturer or its distributors <uul shall be ::vail3lrlc for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- O'108.10 and consists of padres 1 through 31. The submitted documentation was reviewed by Frank Zulcaga, 1ZRC. •• • •• • • • • • •• • • . • • . ... • . • . • .. • • • . . . . . . • •• • •• •• • • • • • • • • • • • • • • • • • • •• • • ••• • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •• • • • ••• • • • • • • • • ▪ • • • • • • • • • • • • • • • ••• • • • • • •• • • Ma �, MIAMI-DADE COUNI'Y,1Il.C)RiDA METRO -DADE FLAGLER BliLLDRvG 140 WEST' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 03 -0501 .02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page t of 32 ROOFING SYSTEM APPROVAL Category: Roofing Sub- Category: SBS /APP, Modified Bitumen • • Deck Tyne: Wood Maximum Design Pressure -75 psf Fire Classification; See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Co ;wrcte Pritner (Matrix "' 307 Primer) GAF Mineral Shield® Granules GAP WeatherCoat® Emulsion (Matrix' Fibered 305 Emulsion) . GAF Premium Fibered Aluminum Roof Coating (Matrix' M System Pro Aluminum Roof Coating Fibered 301) GAF 7e:tblack All Weather Plastic Cement (Matrix -1 m Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 U1tima'' Buse Sheet GAFGLAS Flex PlyT 6 GAF(.ILAS Ply 4® GAFGLAS®Mincral Surfaced Cap Shcct OAFGLAS® STRA'I'AVENT® }Eliminator Perforated • • • .• • • • • • • • • • .. • Dimensions 5, 55ga!funs 60 lb. Bags 100 lb. hags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) ASTM D 4601 W idc 39.37" (.1 incter) ASTM 1)4601 Wide 39.37" (1 meter) ASTM D 2178 Wide 39.37" (1 meter) ASTM 2178 Wide 39.37" (1 meter) . ASTM I) 3909 Wide 39.37" (1 meter) Wide •. •• • • • • • •• • • • • • • •• • •• •• • • • •• • .•• • • • • • • • •.• • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . •• • . • •• •• 000 • • • 000 • • 'Pest • Product S,�ecitication Description ASTM D 41 Asphalt cunctete printer used to prouwte adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Sltield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM U 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM 1)36 72 ASTM 1) 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated. fiberglass base sheet Type Vi asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on hotly sides with asphalt. Surfaced on the bottom side with mineral granu!c embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23103 Page 2 of 3Z Product , GAF LAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat- Weldrm Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - \VeldrM 170 FR RUI3ERO11)® SBS Heat - WeldT`r PI.US RUBEROID® SBS Heat - Weld PLUS FR RIMER OD Modified Base Sheet RUBEROID® Modified Biturnen Adhesive RUBER011)0 SBS Hcat- Wc1dTM 25 Ruberoid® Mop Granule RUBEi4OIL MOP Smooth RUB: ROIL) MOP PLUS RUBEROIL) MOP 17OF'R RUIBEROID MOP FR RUL31ROIU TORCH Smooth u ,oth • • • • • • • • • • • • • • 0. • Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") ASTM D -6164 wide 1 meter (39.37") ASTM D -6164 wide 1 meter (39.37 ") ASTM D-6164 wide 1 meter (39.37") ASTM D-6164 wide 1 meter (39.37 ") ASTM D -6164 wide 39.37" (1 Dieter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 tauter) Wide • 39.37" (1 meter) Wide 00 40410 • • • • • .. • • • • • • 00 0 00 00 • • • 00 • .11. • • 000 • • • • • • • • • • • • • • • • • . • 0.. • • • • 4040. • • • • • • • • • • • • • 0 011 • • • • • • • • • • 11. 11 • .. 11 • • • 0 .. 0 00 • • • 009 • • Test Product Specification Description Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D3672 Fiberglass base sheet coated on both ASTM D 4897 sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. • Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM 1)4601, Premium glass fiber reinforced SIN- Type 11, UL modified base sheet Type G2 BUR ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III ASTM D -6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM 1) 6222 Non -woven polyester mat coated with A STM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM 1) 6298 Nonwoven polyester mat coated with ASTM D 5147 polymer-modified asphalt and smooth surfaced. ASTM 1) 6164 Non -woven polyester mat coated with ASTM 1) 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with ASTM 1) 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. ASIA! I) 6222 Heavy duty, polyester reinforced, asphalt AS't'1't 1) 5147 modified bihnncn membrane, smooth surface. • NOA No: 034501.42 Expiration Date: 11/0610N Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RI1BEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH R ubcroid® 20 Rubcroid® 30 Rubcroid® 30 FR RUIIERO1D® ULTIZACLAD© SAS RUI3ERO1D® Dual Fl. Vent Stacks (metal aad plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixT" System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUI3r.ROID MO!) Asphalt, Asphalt L & Asphalt P Shingle- Mateml Undcrlaynlcnt Tile -Mate Modified Base Sheet • • • • • • • • • • • • • • •. • Dimensions 39.37" (1 meter) Wide 39.37" (1 ux.ter) Wide 39.37" (1 meter) Wide 39.37" (t meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 5 galleons 5 gallons 1 cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll •• • • • • • • •• • . • • • • • • . •• ••• •• • • • •• • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • Test Specification ASTM D 6222 ASTM I) 5147 ASTM I) 6222 ASTM D 5147 ASTM D 6222 ASTM 1) 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 AS'I'M D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 A STM D 6 164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM 11312, Types 1, 1.1, 11I and TV A STP.4 1)15147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen'win:Iranc, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Ileavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen inernbr:ulc, f;ra:iulc surf ►cc. SAS modified asphalt base sheet reinforce with a glass fiber neat. Non woven fiberglass that coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass rnat coated with file 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. Mineral colloidal bituminous emulsion • with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and ma-facing asphalt SEI3S modified asphalt Fiberglass reinforced shingle un SAS modified asphalt base sheet and intr1ply sheet reinforce with a glass filler mat tile underlayment: NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap .Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF Weathcreot,;® MB +(Matrix 715 MB Coating) TopCoat MTl +(rvla tri x 715 MB Coating) WeatherCote " (Matrix. 531 WeatherCoteC Elastomcric Flashing Grade) Matrix Low VOC Matrix 101 System Fro SBS Adhesive (Ruberoid®M.B) Matrix 201 System Pro SI3S Flashing (Rubemid ®MT1) Matrix 102 Select S13S Adhesive (Ruberoid ®M13) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID@ Modified Bitumen Adhesive .. ... • • • • • • • .. • • • • ... . • • • . • • • .•. • • • • • • • • • • • • • • • •.• • ... • • • • .. • • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • • •• • •• • • • •• • •• ••• • • • • ••• • • Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D 5147 ASTM D 5147 ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM 04586 ASTM 03019 ASTM D 2824 ASTM 02824, Type I ASTM D 3019 Type lif Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered alumiuumcoating. Non- fibcrcd. Aluminum pigmented, 'asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 5 Of 32 APPROVED INSULATIONS: • • • • • • • •• • Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAITEMP® Composite A & N (BMC'A)GAFtEMP® Fiberboard GAFTEMP® Permalite GAFfhMP GAFCANT`r GAFITM.P Permalite Recover Boarcl GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFI'EMP® High Density Fiberboard 1..MCA Energy Guard, RA BMCA Composite EnergyGuard, RA PYROX White Line AC.'Fuaun I, II & Composite ISO SS+ 180 95+ :'ompositc EPS Wood fiber High Density Wood Fiberboard Pelitc:/Ilrcthane Composite Perlite Insulation Dens 17cck E'NRG'Y -2 & li'NRG'Y -2 PLUS, 1Jltra(Jard Gold •• ••• • • • • • •• ........ • • ••• • • ••• • • • • • • •• • .... .... • • • • • • • • ••• • • ••. • • • • •• • • • • • • • • • • • • • • • • • • • • • • •. .• • • • . • • . ••• • • • ••• • • TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Partite insulation 1x rd. Cut perlite board Perlite recover board Tapered perlite board fIigh density wood fiberboard insulation. Polyisocynuratc foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Pcrlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6of32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc S true todek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5.. 6. 7. 8. 9. 10. 11. 12. • • .... .... • ... •• • Product Name GAFTITE® (Drill - Tech) Insulation fastener for #1.2 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. GAFTITE® (Drill-Tec ®) Pre - assembled GAFTITE ASAP Fasteners and metal and GAI'fITE® (Drill-Tec®) ) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill-Tec® Plastic) Dekfast Fas.encrs 412, #14 & #15 Dekfast Ilex Plate Dekfast Lock Plate 412 Roofgrip Fasteners Metal Hate Gearink Plastic Plate Cilasfast Fastener ... • .. •• ...... • .. • • • •• . ... • • •.. • ... • • . • • • • • .. . • • • • • • • • • • .... • • ..... • • . • •• • • • .. • • • • ••• .... • .. • .. . .. ••• • • . . TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Tnsulation fastener for wood; steel and concrete decks Galvaluine hex stress plate. Polypiopylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions 3" and 3'/a" GAF Materials Corp. 3" and 31/2" GAF Materials Corp. Construction Fasteners 2 7 /A" x 3 1 " 3" x 3'A" 3" round 3" square 3.2" Manufacturer (With Current NOA? Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Inc Construction Fasteners Tnc. Construction Fasteners Tne. ITW 13uildex Corp. ITW Buildcx Corp. rrW Buildex Corp. Julius Manville NOA No: 03- 0501.02 Explratlon Date: 11/06/08 Approval Date:10 /23/03 Page 7 o f 32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standa 18. Insu1 -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test A aerie) Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT ofS.Fl. IRT of S. P. •• •• • • • • • .. q F 'r ' • • • r s • • ••.• •.• • • • • • . •. • •• • • • •• .• • • ..• • • • •••• • •• • • • • • • • • • • • • • • • • ... • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • .. • • • • •• •. ••• • • • ... • • TABLE 3 • Product Description Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume A7S5 steel plate 3" tumid galvalume AZ;0 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 • Wind Uplift PA 114 GAF-020-02-01 02-005 02.014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olyinpic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olyinpic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round ASTM D 4977 TAS 114 . TAS 114 SFS /Stadler SFS/Stadler The 'I'ru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Description DAtc FMRC 1996 01.01.96 J.I. 1B9A8.AM 09.04.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 02.01.02 01.18.02 . 03.22.02 NOA No: 03.050t.02 Expiration Date: 11/06/04 A ppruval Dar te: 10/23/03 Page 8 of 32 Membrane Type: Deck Type 1: Deck Description: 19/32" or greater plywood or wood plank decks System Type F. (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #30 UltimaTm Basc Sheet, STRATAVENT0 Eliminator Perforated Nailable, RUBERO1D Modified Base Sheet, RL13fROI G 20, RUDEROID SBS Heat- WeldTh Smooth or RUDEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLASUk PIy 40, GAFGLAS Ilex Ply *n6 GAFGLAS 1t75 Base Sheet or any Options: of above Rase sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.e. in the field. (Maximum Design Pressure -4S psf, See General Limitation #7) GAFGL.AS0 Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Basc sheets attached to deck with Drill-Tee (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. • (hlaxirun Design Pressure -45 psf; See General Limitation #7) GAFGLAS Flex PIy 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" tic. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with chill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in. the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - -60 psi, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails ttnd 3" inverted Drill -Tec (GAF fJTE) insulation plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 60 psf, See General Limitation #7) GAFGLAS #75 l3ase Sheet or any of above Basc: sheets attached to deck with Dri I1 -Tec (GAITITE) # 12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" a .c. in the field of the sheet. (Afaxin Design Pressure -75 psf. See General Limitation #7) Ply Sheet: (Optional) One Or more plies GAFGLAS PLY 4U, GAFGLAS Flex PIy 6, GAFGLAS #30, RUBEROFD MOP Smooth or RUBEROI.I) 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- •I() IL's. /sq. • . • • • • • • • • • • .• • .. . • • • • • • • • .. • • • • • • • .. • • • ... • • • • • • • • • • • • • • • • • • • • • • • • .. ...... • • • • • • • • • • • ... • • • • • • • • . . . SlIS/SDS Cold Applied Woad, Non - insulated For-Flotroof NOA No: 03- 050J.02 I: partition Date: 11/0 6 /08 Approval Date:10/2_3 /t)3 Page 26 of 32 . Membrane: Surfacing: Maximum Design Pressure: See Fastening above • • • • • • • • • • • • • • • • • • • • One or more plies of RUBEROID MOP Smooth, Rubemid® Mop 170 FR, Rubcroid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traCladmi 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, Rubcroid® 20, RUBEROIDO 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTa' SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBERO17) 2() is top membrane) I 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 Ib. /sq. ± 15 %. 3. GAF Weathercote® Mf1 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SI3(Matrix 602 SB Coating), Applied at 1 to 1.5 gal: /sq. • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • NOA No: 03- 0501. Expiration Date: 11/06103 Approval Date:10/23103 Page 27 of 32 { Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19/ or greater plywood or wood plank decks System Type E (1): Base shcct mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTl" Base Sheet, STRATAVENT® Eliminator Petforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- WeldT'" Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described helots; Fastening Options: GABCLAS® Ply 4 ®, GAFGLAS Flex Ply' M 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Ply "s 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTI'E) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General limitation #7) GAFGLAS Flex Ply''' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFF T1'E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side hip. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, Sec General Limitation #7) Any of above l3ase sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General .limitation #7) GAFGLAS t#75 Base Sheet or any of above Base sheets attached to deck with Drill - fec ((lAF TITE) 412 or 414 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows arc equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RU13EROII )® 20, RUBEROID SBS Heat- Weld''A Smooth or RUBEROID SBS Heat- Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Ilex Ply 6 sheet adhered in a full incpping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. or Ruheroid Torch Smooth torch applied according to manufacturer's • • appLi . aticn instructions. • • • 9; • • • • • !:! • • • • • • • • • • • • • • • • • • • • ... • • •• • • • • •.• • • • • • • • 000 • • • • 0041 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . • ••• • • • ••• • • NO,\ Nu: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: Surfacing: Maximum Design Pressure: See Fastening Above •• ••• • • • • • • • • • •• ••• •• • • • • • • • •• • • • •• One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dT' PLUS, RUBEROID® SBS Heat- WeldT" PLUS FR, RUBEROID® SBS Heat- WeldT" 170 FR, RUBEROID® SBS Heat- We1dT"r, RUBEROID® SBS Heat- WeldTa Smooth, RUBEROID® UltraClad"' SBS and RUBEROID® SBS Heat- WeIdT 25 applied according to manufacturer's application instructions. (Optional) Install one of the following: 1. Gravel or slag applied at 400 IbJsq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal./sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. • • • •• • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • ••• • • NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 NET SatisFA?c on From: admi"sitrator To: Fax1806-988 -0545 • • . . • • • .... • • • .. • • • • Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: ' or greater plywood or wood plank System Type E•2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: GAFGLAS® #80 U�'� Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" aide lap and a minimum 6 "end lap.. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS IP1exPlymt 6 sheet, GAFGLAS #80 Ultimarm, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs./sq. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- We1dht Granule, RUBEROID® SBS Heat-Weld no PLUS, Ttle -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mapping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane shall be baclatailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: e: Maximum Slope: .. • • • • • • • • • • • .. ••• .. . ... • • • • • • • • Refer to tile manufacturer's NOA. • • . • .. • .••• .... • • • • • • • • • • • • • ... • • • • • • . • • • • • • • • • • . . .. . .. • • Dare: 11/1212008 Time: 3:42 :04 PM Pais 30 of 83 �rTi le ro o Must Comply with Roofng.Application Standard RAS 118. RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Etpiratton Date: 11/06/08 Approval Date:10123/03 Page 30 of 32 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base Pr anchor sheet. 2. Minimum' /a" Dens Deck or 1/2 Type X gypsum hoard is acceptable to be installed directly over the wood dcck. GENERAL LIMITATIONS: 1. Fire classification is not pact of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top Layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall heat a minimum rate of 121bs. /sq. Note: Spot attached systems shall be limited to a muximuin resign pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fotce (F) value.of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. 11 the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attacluuent of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Pngineer, Architect. or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal it:sistancc value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of periunetcr nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. held, perimeters, and corners). Neither rational analysis, nor extrapolation n shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within t.hia NOA, General Limitation #'7 will not he applicable.) 10. All products listed herein shall have a qualify assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Admiiiistrat.ive. Code. END OF THIS ACCEPTANCE • • .•• • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • •.. • • • • • • • • • . . • • • ••• • • • • • • • • • • • • • • • • • .• •• • • • •. • • ••• • • • ••• • • NOA No: 03- 0501.02 Expiration talc: 11/06/08 Approval 1)a le:10/23/03 Page 32 of 32 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberuid Torch Plus" (granule), "Ruberoid Mop' (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C•15/32 Incline: 1/2 Insulation: One or more layers partite, glass Fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness Offset front plywood joints 6 in.). Base Sheet: One nr more layers of lypc G2 ur G3. Ply Sheet (Optional): One or more layers of type Gi. Membrane: One or oldie layers el "Ruberoid Torch" (snrnoth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 91, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more Layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1.3 yal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. loin, isocyanurate, urethane, perlite /isocyanurate curnposite, perlite /urethane composite, phenolic, 1 -1/2 in. loin. Base Sheet (Optional): One or more layers of Type GI, G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane., perlite /isocyanurate composite, Perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or inure layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberuid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. niin, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or niwchairically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. ncline: 1/' 10. Deck: C-15/32 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ a urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", A, hot mopped or mechanically fastened in place. 11 Ply Sheet: One or, more layers of Type GI "GAFGLAS Ply 4 ", or "GAFGLAS • w••r Ply 6" hot mopped in place. . :: Membrdite: "RdbprCQd r MFR "•(grenule). ( .L 4? Surfacing (Optional ...GAFWitreet1 SluQrinum Coating at 1 -1/2 gal /sq or t :4".e 7.'4 GAF Weafflor Ott upior alt 3•ea1 /sq• • _: •11. Deck C -14,32 ••• •• • : : • I4ifline: 1/2 • ' = Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, r , sell any thickness, hot mopped or mechanically fastened in place. Joints ,: ofiset in. • • • • t - Bash Spelt :One ou more layers of j'�.'GAFGLAS #75 Base Sheet ", hot recapped or wrer faVertil in late. ... ' . Pty • S Aet•�Optional):•One of more ayerg oCType G1 "GAFf,I:AS Ply 4" or "Ply ' hot ,Hopped in ••• • r•. Membrane: "Ruberoid Torch FR" (granule). Surfacin (O,p tional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or W 8Ve, Coat enupsilln St, got /sq.: • • • • • • •• •• • • • •• • •. .•. • • • • ••• • • LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVi) 135 ROOFING SYSTEMS (TGFU).— Continued 12. Deck: C•15/32 Incline: 1/2 Insulation (Optional): Isecyanurete, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hut mopped in place. Mernbrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF fitercd Aluminum Coating at 1.1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isecy.rnurate, wood fiber board, polite, glass fiber, any thickness, hut rine:ped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet', hot mopped in place. Ply Sheet (Optional): One or more layers of Type GI "GAFGI AS Ply 4" or "Ply 6" hut mopped 111 plane. Membrane: "Ruberoid Teich FR" (granule). Surfacing (Optional): "GAF libeled Aluminum Coaling" at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): I'ocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in plate. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1(75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 o• Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of fype 6 -1, hot mopped in place: Membrane: One layer of "Rubernid Torch" or " Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch TR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): Orre or mare layers of type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mup" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" ur "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /ism.. ;anurate composite er phenolic, any thickness. Rase Sheet: One or more plicr. 1;1 or 62, hot mopped or adhered with Karnak Chernir al Co. "No. 81" or t,ibson -Homan 'No. 6160" cold applied adh;'.ive at 1 -1/2 gal /sq. Membrane: Our: layer of "Ruberuid Mop FR" ur "Ruberoid Mop 170 FR" (granule), hot mopped ur adhered with Karriak Chemical Co. "No. 81" or Gibsun -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 ir►cline: ]/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS 1115" (Type G2), mechanically attached. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date . l� Time Type Insp'•. I Permit No. ' Name' 0 Address Approved Correction nsp'n Fee Compan Phone # For Inspector: / Z V-<J3 / Name to CONTRACTOR Name Obp, o „ n 1 / `� License No.. C `fi 0 III t o 6945. Addr 930 / 4 ) , , g atO 6/46e.e A —W /114eir7u - t Fi 3 Telephone 3o -75 /Zb /2 759 -&',, D a Qualifier Name f ames 7 Obewoag PROPERTY OWNER Name p Ord- toN , P . e t p Address 4 N e qq ( , S Miamc 6 (es , r Home Telephone Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other ,Q.OA.i Add'l Detachment Other Step 1. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Address Apt. Folio Numbed, 3° 60 '013 Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet ,ri 4 v Units Floors p Proposed Use of Property Value of Work 1, % ,2D ' Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other V PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. S ,2'44*Tiz -1 fl City Description of Work Tax Assessed/Appraised Value State PERMIT APPLICATION 33 /g6' Zip Flood Zone Base Floor Elev. ENGINEER Name License No. Address F A Telephone Fax Page 2 �I I.PORTA NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF RIDA, COUNTY OF MIAMI -DADE Signature of Owner Gorda) Ma tier Print Name A , b / Sworn to and subscribed before me this day of / VO SEAL: Signature of Notary Public - State of Floricla ,‘ . antis D. Hart ,., # DD 014872 Ecat I "'' `Q. Expires April 2 ' 2005 Bonded hrn Atlantic Ao in Th Co., %nta Personally known t/ OR, Produced Identification Type of Identification Produced: STATE e of Contractor / Qualifier Print Name Sworn t and subscribed before me this 7 SE ORID OUNT ' IAMI -DADE ature of Notary Public - j Sta`, � , �,e� Sandra U, Marl AL: ' . � Q `Commisaion 4 D17 014372 N: IUI, syr ,41 1o Expires A.pri1 2, 2005 h� � s s` c Off���e� 24144 Banded Thra Personally known PERMIT APPLICATION day of Not/ OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of . Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New NIECHANICAL "1'YI'E QTY. Minimum Fee TYPE Condensate Drain ()Ty. TYPE Generator QTY. TYPE QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of . Pressure Vessel PLUMBING "T'I'E A/C Condensate QTY. TYPE Drains, Roof ()Ty. TYPE. Miscellaneous Fixture QTY. rvri Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS:. Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY 0 OWNER - BUILDER FORM (Attach) • FIRE DEPARTMENT APPROVAL (Commercial / multi- family) • CONCURRENCY (New Construction) • OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review to PROOF OF OWNERSHIP (Attach) HRS / DERM APPROVAL (Septic / Sewer) CI IMPACT FEE (New Construction) 01 OTHER (Specify & Attach) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) PERMIT APPLICATION U CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) • CONTRACTOR REGISTRATION (On File) LPERMIT FEES TOTAL $ 'ISSUING OFFICIAL DATE: ;CONDITION OF A PPROVA L Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL 0 (305) 795 -2207 0 FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com 127.01 12 PACE 2 2/99 REQUIRED OWNERS NOTIFICATION "F" FOR CONSIDERATIONS A; it pertains to this Appendix "F", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 4 ' / 4 ' ing system meets the wind resistance and water intrusion performance"andan s. Aesthetics of that the roof- are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or arch - al appearance that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. t 2. RenaiJing Wood Decks: When replacing roofing, the existing wood rocf deck may have with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually conc o prior to removing accordance the existing roof system.) 0 _3. Common: Roofs: Common roofs are those which have no houses, condominiums, ctc.). In buildings with common roofs visible he roofing t ontrrac oreand/or ownergshoutld(notify, the occupants of adjacent units of roofing work to be performed. ii ii 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. S. Ponding Water: The current roof system and /or deck of the building may not drain well and may water (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may the review or a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Pondin2 conditions should be corrected. 6. Overflow Scuppers (wall outlets); It is required that rainwater flow off so that the roof is not up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow over d s (wallnouttllets) a are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced, It may be beneficial to consider venting whi::h can result in extending the service life for the roof. artme 8 The owrier ma contact the Miami -Dade County Consumer Services De 1__ the above. p nt for further informr::ic. r raus Owner's /Agent's Signatur ontractor's Signature Contractor's Name: ii(LOw Slope Application) 0 (Asphalt/Fiberglass Shingles) 523.01 -78 4/g;1 s Y, Appendix ,IE" CUN/POR1v1 ROOFING PERMIT APPLICATION PROCESS No. ROOF TYPE 0 New Roof VRe-roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (it') e7 / v Sloped Roof Area (ft Total (ft 5 Master Permit No. Exposure Category (per ASCE 7 -881: Building Classification l:uteguiy (put ASCE 7 -88 table 1): G 49 946- A- 4e- 41fczar P 1 4,rt 4 4 4 ROOF HEIGHT AND SYSTEM DETAILSS /lite Tiff :E _E (Draw details as needed) GAS 'VENT STA - YES ❑ NO . T` E —N.4. U A L❑ L,1- G tree /ecti #f/A/< fety ATTACHMENT Fastener typc: Y � � j 1 j j �� �' ft S V A Cf NC Field: 9 b• Perimeter: Corner; P Q � / , 3 a DDTAIL 1 & 2 S /' Job Address: ROOF CATEGORY ❑ (Nail-Oa Tile) ❑ ( Metal Roofs\Wood Shingles & Shakes) f ,( 5 ' O Page I - 72x/(4r_ 'c 6.11 ROOF PLAN 1( r r i (Mortar- Adhesive Set Tile) Li (Other) Cec K <W_ .S?W 7a k 7 770 I t MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne N.1 07470 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 Approved: 07/06/2000 Internet mail address: postmaster ©buildingcodeontine.com %ILAMA -DADE COUNTY. FLORIDA NIETRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICF. METRO -DADE FLAGLER BUILDING 140 VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-290S CONTRACTOR LICENSING SECTION (305) 375-2527 FAX ow) 375-2553 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372.6339 CA F Rriberoid 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. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application For Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set Forth above. LFPAA. .rancisco Quintana. R.A. Director 1 of 55 Miami -Dade County Iuilding Code Compliance Office Homepage: http : / /www.huildingcodeonline.com CAF MATERIALS CORPORATION ROOFING SYSTEM APPROVAL Cate“orv: Rooting Approval Date: July 6, 2000 Sub - Categorv: SBS /APP, Modified Bitumen Deck Type: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR L.-UELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed Granules 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 root's. GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #750 GAFGLAS #80 UltiniaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PlyTM 6 Expiration Date: November 06, 2003 Test Product Dimensions Specification Description 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. I, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Acceptance No: 00 0331.08 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 base 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 Rooting Product Control Examiner GAF MATERIALS CORPORATION Product GAFGLAS Ply 4J.D GAFGLAS® Mineral Surfaced Cap Sheet RUBEROID® Modified Bitumen Adhesive GAFGLAS® STRATAVENTu Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailablc RUBEROID Modified Base Sheet GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN I)inicnsiuns 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 Acceptance No: 00- 0331.0 Product 1)escriotion Type 1V asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 ASTM D 4897 D 3672 ASTM D 489 D 3672 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 mat 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 coatim,. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulat 3 of 55 Frank Zuluaga, RRC Rooting Product Control Examiner G.AF MATERIALS CORPORATION Product Test I'rotl uct Dimensions Specilicatio1 Description Tapered GAFTEMP various Isotherm RN insulation PA 110 Tapered Polyisocyanurate loam GAFTEMP® various PA 110 Polyisocyanurate Brun insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTE`1P® various PA 1 10 Tapered Polyisocyanurate loan Composite insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite A 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. GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite N 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 GAFTITE® #I2 Standard Rooting Fastener 4 0155 Acceptance No 0 0- 0331.08 GAFTEMP® various PA 110 High density wood fiberboard High Density insulation. Fiberboard PA 114 Insulation fastener for steel and plywood decks. Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Product GAFTITE® g14 Heavy Duty Rooting, Fastener GAFTITE ASAP GAFTITE© Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 '/-" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP :Psq. roll Smooth 87 lbs. RUBEROID MOP PLUS RUBEROID MOP I70FR RUBEROID M01' FR I)in►cnsions 3" and 3 '/" 1.5 sq. roll 1 sq. roll 103 lbs. I sq. roll 102 lbs. 1 sq. roll 103 lbs. I sq. roll 105 lbs. Test Specification : \c«htan« No: 0U - U331.08 Product 1)cscrip►tion PA 114 Insulation fastener for steel. wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 1 14 Fastener for use in gypsum. tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 5 of 55 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyster neat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester neat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Frank Zuloaga, RRC Rooting Product Control Examiner GAF'IATERIALS CORPORATION Product RUBEROID TORCH Smooth RUBEROID TORCH 1 sq. roll Granule 102 lbs. RUBEROID TORCH '/, sq. roll PLUS 93 lbs. RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID ULTRACLAD SBS GAF Aluminum Roof Paint GAF Built -Up Roofing Asphalt Dimensions I sq. roll 87 lbs. 3 /4 sq. roll 90 lbs. I sq. roll 92 lbs. I sq. roll 92 lbs. 100 Ib. cartons, bulk Test Specification ASTNI D 5147 ASTM D 5147 ASTM D5147 ASTM D 5147 ASTM D 5147 1'f\ 100(A) ASTM D 1929 ASTM D 635 5 gallons None 109. Roll ASTM D 5147 101 lbs. 5 gallons ASTM D2824, Type I ASTM D312, Types 1,11, III and IV 6 of 55 r \cccptance \u: 00 -0331.08 Pr 1) esc111)(ion Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy cluty, polyester reinforced, asphalt modified bitumen membrane, granule surface. ASTM D 5 147 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. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the rootsysteln. GAF Vent Stacks are available in metal or plastic. Nlineral colloidal bituminous emulsion with reflective aluminum flakes Woven Fiberglass mat coated with Polymer modified asphalt surfaced %vith aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Intcrply mopping and surfacing asphalt Frank Zufoaga. RRC Routing Product Control C.x;unincr CAE , NIATERI:\LS CORPORATION P RUBEROID NIOD 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 GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut perlite board GAFCANT"' • GAFTEMP Various Tapered perlite board GAFEDGET" Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle - Mate"' 4 sq. roll Underlayment 30 lbs. GAFTITE® ASAI' 500 per box RUBEROID® Modified Bitumen Adhesive Test Product Dimensions Specification Description PA 110 Tapered perlite board PA 110 Perlite board Acceptance Nu: 00- 0331.03 Fiberglass reinforced shingle underlayment PA 1 14 Pre - assembled fastener and metal and plastic plates 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Type I I I 7 of 55 ran ' Zuloaga, RRC Roofing Product Control Examiner G.. F \I:\TERI.ALS COItl'OR.- TIO\ TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox ACFOVn I Product ACFoam 11 Anchorbond Fastener Deklast Fasteners # 14 1)imcn various various various Hy -Therm Nail -line various Hy -Therm SP various Hy- Therm AP various Hy -Therm Stable R various Hy -Therm White various Line Deklast Hex Plate 2 7/8" x 3 1 /4" Deklast Lock Plate 3" x 3 1/4" Test Specification Product Description PA 1 10 Polyisocyanurate foam insulation PA 1 I0 Polyisocyanurate loam insulation PA 1 10 Polyisocyanurate foam insulation PA I I0 Polyisocyanurate foam insulation PA 1 I0 Polyisocyanurate foam insulation. PA 1 10 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 1 14 Insulation fastenin, assembly PA 1 I4 Insulation fastener for steel and concrete decks PA 1 14 Galvalume hex stress plate. I'A 1 14 Polypropylene locking plate. 8 of 55. Acceptance No: 00 Manufacturer Apache Products Co. (with current PCA) Atlas EnerLty Products (with current PCA) Atlas Ener,v Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. with current PCA Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. Frank Zuloaga, RRC Rooting Product Control Examiner Dektast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Petite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Rooting Nails Tin Caps MB aluminum roof coating various various various various 4 mil min. various Nlininlunl # 1 2 Min. 32 ga. x PA I14 PA 1 I0 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTNI D 3 1 2 Type I I I or I V Hot asphlat bitunlin adhesive ASTM D 41 Asphalt Primer PA I I0 PA 110 PA 1 I0 PA 1I0 PA 114 PA 121 9 of 55 (with current PCA) Insulation fastener for steel Construction and wood decks. fasteners Inc. (with current I'C'i \) Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Corrosion resistant circular discs. generic generic generic generic generic generic generic generic generic eeneric Aluminum roof coating Grundy Industries „Saik CU ran • Zutoaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Product Dens -Deck # 12 Rool'grip 414 Roorgrip Gripdek Fastener Hexcel Fastener I Standard Plastic Plate E'NRG'Y -2 . ISORoc Olympic Standard 3" round Olympic Fastener #14 Test Product Dimensions Specification 1) es cri1)tion Various PA 110 Gypsum insulation board. PA 114 Insulation Fastener fur steel or wood decks PA 114 PA 114 PA 114 PA 114 3" round PA 114 various PA 110 various PA 1 10 10 of 55 Insulation fastener Insulation Fastener Insulation Fastener and metal or plastic plate Polyisocyanurate Foam / rockwool composite insulation \cceptnnce No: 00- 1)331.ttS ti\lanufacturcr. Geor`,ia Paeilic (with current I'C: \) IT\V !Wilde\ (With current PCA) Insulation fastener steel, ITW Buildex wood or concrete decks (With current PCA) ITW Buildex (with current PCA) Buildex (With current PCA ) IT\V Buildex (with current PCA) Polyolctin plastic plate ITW Buildex (with current PCA) ISO 95+ various PA 110 Polyisocyanurate loans International insulation Pernta1ite (With current PCA ) Polyisocyanurate Foam NRG Barriers, Inc. insulation (with current PCA) NRG Barriers, Inc. (W ith current PCA) PA 114 3" round 1alvalulne Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) PA 1 14 Insulation Fastener Olympic Manufacturing Group, Inc. (with current PCA) Prank Zuloaga, RRC Rooting Product Control Examiner C:\F AI.- TERIALS CORPOR:ITIO\' Product Olympic Polypropylene Olympic Fastener 412 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board UltraGtird Insul -Fixx Fastener Insul -Fixx P Test Dimensions Specification 3 25" round various various various 3" round PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA 114 PA 114 II of55 Product Description Polypropylene plastic plate Insulation fastener Pre-assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Insulation fastener for steel and wood decks 3" round polyethylene stress plate Acceptance No: 00- 0331.05 Manufacturer Olympic Nlanufacturing Group. Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PC. -\) Olympic Manufacturing 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 7_uloaga, RRC Roofing Product Control Examiner C.AF ‘I. TERI: \LS CORPORATION Tru - Fast 1 Product Rawl Fasteners #12 Rawl Fasteners 4 I4 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep 11 Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP -3 Dimensions 2" round 3" round 3" round 3.04" round 3.23" round Test S wcification PA 1 14 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 1 I l 2 " round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 PA 121 Roof coating PA 121 Roof coating PA 114 Insulation fastener for steel, or wood PA 114 3.04" round polyethylene plastic plate PA 114 3.23" round galvalume AZ50 steel plate PA 114 Insulation fastener for use in wood, steel or concrete decks 12 of55 Product 1)escrit)tion 3" round galvalume AZ55 steel plate for use with Rawlite fasteners \ccLplance No 00 -u33 LOS Nlanufactllt'ej The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PC, \) The Rawlplug Company Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) Thermo - (Materials. Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast ith current PCA) I'm-Fast (with current PCA) Tru -Fast (with current PCA) Frank Zuluaga, RRC Rooting Product Control Examiner G. MATERIALS CORPORATION Product Tut-Fast Ultra PA 1 14 Tru -Fast DP Tru -Fast TP Structodeck Test Dimensions Specification various PA 114 PA 114 P A I I O • EVIDENCE SUBMITTED: Test A encv Test Identifier Factory Mutual Research Current Insulation Corporation Attachment Requirements Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 1 Factory Mutual Research \Vind 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 0155 Product Description Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener titr 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.AM J.I. 0T2Q4.AM J.1. 0Q6A6.AM J.I. 3X3A2.AM Acceptance No: 00 0331.05 tNlanufacturcr Tru -Fast (with current PCA) Tru -Fast (with current PCi \) - feu -Fast (with current PC.- \) Wood Fiber Industries (with current PCA) Date 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.1 6.91 08.02.94 Frank Zuloaga, RRC Rooting Product Control Examiner CAP iMATERIALS CORPORATION Test A44cncv Test Identifier Factory tMutual Research Wind Uplift J.I. 0Y9Q5.A,M Corporation FM RC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMIRC J.I. 1139AS.AM Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift. FMRC J.I. 3D4Q2.AM Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 Dynatech Engineering Corporation Dynatech Engineering Corporation Wind Uplift PA 114 Wind Uplift PA 114 14of55 i \cceptance No: 00- 11331.11?{ Description Date 07.29.94 09.04.97 04.30.97 06.06.97 Underwriters Fire Resistance R 1 306, 87NK 11819 01.01.93 Laboratories, Inc. Classification • UL790 -PA 114 #3600.02.95-1 02.02.95 ;~4482.02.95 -1 02.02.95 Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 110 - 0331.01 Membrane Type: Deck Type 1: . Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SI3S Wood, Non - insulated New Construction or Reroof Deck Description: �'/ " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® #75, GAFGLAS #30 Ultima' " Base Sheet, GAFGLAS'® PLY 40, GAFGLAS® PLY 6 ®, GAFGLAS FlexPlyr" Base Shcet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 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 field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®. GAFGLAS® PLY 61 PIy or GAFGLAS Flex PIy 6 sheet adhered in a full stopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR. Ruberoid® Mop Granule, Ruberoide Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM 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 RUBE.ROID UltraCladT" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 - gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 Ib. /sq.. GAFGLAS Mineral Surfaced Cap Sheet •ih an approved asphalt at an application rate of 25 lb. /sq. + 15 %. -45 psf (See General Limitation #7) See General Limitation #1. See General Limitation # I . 19 of 55 Fran Zuloaga, RRC Rooting Product Control Examiner GAF i\IATERIALS CORPORATION Membrane Type: APP Deck Type 1: W.od, Non- insulated New Construction or IZeroof Deck Description: / " or greater plywood or wood plank decks System Type A(2): 13a e sheet mechanically fastened. All General and System Li nitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Acceptance Nu: 0 0331.08 GAFG AS'!s 475, GAFGLAS 480 Ultima "' Base Sheet, GAFGLAS® PLY 4®. GAFG AS® PLY 605, GAFGLAS FIuxPly " Base Shcet,GAFGLASa STRAT VENT Nailable, RUBEROID Modified Base Sheet or RUBEROIDii 20 applic• to the deck with approved annular ring shank nails and minimum 1 ! " tin caps at a fastener spacing of 9" o.c. at the lap, 12" u.c. in two rows staggered along the c rater line of the sheet in the field. (Optional, quired when using RUBEROID 20) one, two, or three plies LAS LY 40, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered 11 L, ill mopping of approved asphalt applied within the EVT range and at a rate of 20 - One ply of Rub- oid® Torch Sm.. Ruberoid,9 Torch Granule, Ruberoidas Torch Plus Grant le or Ruberoid® Torch , ch applied according to manufacturer's ap 1ication instructions. (Optional) Install one of the following: I. Gravel or slag ap plied at 400 Ili. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAF Premium Fi ered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Em Ilsion at 3 gal. /sq. (Torch Smooth applications only) -45 psf (See General Limitation 47) See General Limitation 41. See General Limitation 41. 20 of 55 oroSa uloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION [\'Icnll)rane Type: Deck Type 1: Deck Description: System Type E -2: All General and Anchor sheet: Ply Sheet: Membrane: Maximum Desi�2n Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: . \eecot nee Nu: 011- 11331.111 SBS Wood, Non - insulated " or greater plywood or wood plank RUBEROID® Tile Undcrlayment, Base Sheet! echanieally attached. tent Limitations shall apply. AS 1 2626, GAFGLAS® GAFGLA: #30 UltimaM M Base Sheet, STRA VENT® Nailable, or RU t ROID® 20 base sheet applied with a minimum 2 ' •ide lap and a rennin nn 6 "end lap. Base sheet may be applied at a right angle (90' to the slope of e deck with approved annular ring shank nails and tin caps at a fa ener spaci g ot'6" o.c. at the 2 " side lap, and two 12" o.c. staggered rows along ie cei er of the sheet. (Optional) one, or more or GAFGLAS Flex( lvT applied within the EV GAFGLAS PLY 4 :D, or GAFGLASEs PLY 6i Ply 1 6 sheet adhered in a full mopping of approved asphah range an. ' t a rate 01 20-40 lbs. /sq.. p One ply RUBEROI PO MOP, or RUB OID® MOP PLUS, membrane may be applied at a right a gle (901 to the slope o the deck* adhered in a full mopping of Type IV aspha applied within the EVT r tge and at a rate of 20-40 lbs./sq. Membrane shall .e backnailed to deck with ap ovcd annular ring shank nails and tin caps at maximum fastener spacing of 6' ..c. No nails or tincaps shall be exposed * Membrane iay also be installed parallel to the slope the roof(i.e. strapping). If membran is strapped, then anchor sheet and ply sheet r ust also be strapped. Must com ily with Miami -Dade County Rooting Application andard PA 115. Must comply with Tile System Fire Classification uilust Comply with Miami -Dade County Roofing Application Standard RAS 113, RAS 119, RAS 120 53 ot'55 Frank Zuloaga, RRC Rooting Product Control Ex: WOOD DECK SYSTEM LIMITATIONS: CAI: i\IATERI.- LS CORPORATION Acceptance No: U -n33 t .os A. slip sheet is required with PIy. 4 Flex Ply" 6 and Plv 6 w hen used a; a mccllanicall‘ fastened base or anchor sheet. 2. ' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL 1LItMIITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting ,Material; Directory for lire ratings of this product. Insulation may be applied in multiple layers. The first layer shall be attached in compliance ith Product Control Approval guidelines. All other layers shall be adhered in a full plopping or approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern or 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 plopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of - psi'. 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 Held - 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 mininlunl fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be Tess 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 s acinsi l withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calcula compliance with Miami -Dade Rooting Application Standard RAS 1 1 7. 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 1 17. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination desitns shall conform with Miami County Roofing Application Standard TAS I 1 1 and the wind Toad 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.c. lield, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corners). is limitation is specifically referred within this NOA, General Linli 54 of applicable.) Frank Zuloaga, RRC Routing Product Control Examiner • CAI: MATERIALS CORPORATION Acceptance Nu: IIII 11331.IIti NOTICE OF ACCEPTANCE STA:NI)Al2D CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 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 it`: 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 oldie 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 or 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 oldie 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 oldie 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 Frank Zuloaga, RRC Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) 1999 Roofing Mate ROOFING SYSTEMS (TGFU)— Continued 29. Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303", 1 in. min. Base Coat: One or two applications "Gacoflex U8- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness, Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). 34. Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq. /application (16 -32 dry mils). Surfacing: One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gat /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils): Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex WB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast ..'application of 30/60 mesh crushed walnut shells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens- Deck®" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT'. Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet!. or!"GAFGLAS #80 Premimum Base Sheet ") is a suitable alternate foroType G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in ilhe Class A, B br C roof systems indicated below. I The roof deck may first be covered with a Type G2 asphalt glass rfnat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or--.GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Va,nt -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the fotlowing systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all may be•hot mopped or mechanically fastened. 1 Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU) Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of potystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isothernfi RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the fotiowing Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 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 tayers G1 "GAFGLAS Ply 4" or "GAFGLAS Pty 6 ", hot mopped. Surfacing: Gravel. 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. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Pty 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 2 Insulation (Optional): Qne or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite; perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic 2 in. max' Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Ill', Deck: NC r . Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt ia.s fiber mat system. . Deck: C -15/32 Incline: 1 Slip Sheet (optional): Red rosin paper, nailed to deck. 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 ". . ` 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, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral. Surfaced Cap Sheet ", hot mopped. 8. 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. I, 1999 Roofing Materials and Systems Directory 142 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Base Sheet: Two or more layers of Type G2 or G3. Pty 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. Pty. 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 G1, 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 61 "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 G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. .. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1: Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 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 61. 4 Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC, Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber • mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type 61 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type 61 or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base /Ply Sheet: One or more plies of Type 61 or type G2, hot mopped in place. LOOK FOR THE UL ROOFING SYSTEMS (TGFU)— Continued Coating: "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base /Ply Sheet: One or more plies of Type 61 or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modified Bitumen flashing Cement ". Coating: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: 1 Base Sheet: One or more plies Type G2, mechanically fastened. Ply Sheet: Toile or more pties Type 61, hot mopped in place. Coatings: "Fibe' Aluminum Roof Coating ", 1 -1/2 gal /sq. Class B 1. Deleted. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, 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 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C 1. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. 2. 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. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gat /sq. 3. Deck: C -15/32 Incline: Unlimited 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncom - bustiblei Classifications' not exceeding 1/2 in. RUBEROID® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81 "►adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFG .AS #80 Premium Base Sheet may be used in any of the following systems. Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners spaced 18 in. OC and max 2 in. from membrane's edge. Adjacent sheets are lapped 4 in., covering fasteners. Laps are then heat sealed. The "EverGuard FB'. membranes are hot mopped in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued or 1/4 in. (min) Georgia- Pacific "Dens Deck® Overlayment" are used directly over the deck with all joints staggered 6 in. (min) from plywood joints. A vapor barrior may be optionally installed under all systems utilizing "EVERGUARD" insulation. "EVERGUARD" insulation is an acceptable alternate In any polyisocyanurate insulation of the following systems. GAFGLAS Perlite may be used as an option over EVERGUARD insulation. GAFGLAS Stratavent Perforated Base Sheet may be utilized as an additional ply in any of the following systems. Class A - Ballasted 1.' Deck: NC Incline: 2 Insulation: One or two layers "Isotherm R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. 2. Deck: C -15/32 Incline: 1/4 (NC -2) Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Gravel. 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberoid® Torch 1" (modified bitumen). Slip Sheet: 0.004 in. polyethylene (not UL Classified). Surfacing: 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberroid® Torch 1" (modified bitumen). Surfacing: 3/4 to 1 -1/2 in.•diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC 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. Base Sheet Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type G2 or G3. Membrane: One or more Layers of "Ruberoid Torch' or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 143 ROOFING SYSTEMS (TGFU) Continued Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. - Base Sheet (Optional): One or more layers of Type 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). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers. perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2. in. min. Base Sheet (Optional): One or more layers of Type 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). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet'', hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more Layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. 144 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or \GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 1 15.. Deck: C -15/32 Incline: 1/2 _Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G 3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot moped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule }. 16. Deck: C- 15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened; Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). j Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" \ (granule) 17. ,Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19.'•, Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies Gl or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane:. One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. _ Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck:. C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. 23 Deck: C -15/32 Incline: 1/2 -%' Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet: Two or more layers Type G1, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in placer' 24. Deck: NC - Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 25. Deck: C -15/32 • Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. ,26. Deck: NC Incline: 1/4 Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 27. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. 28. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura- White ", "Endure White Elastomeric Roof Coating" or "Pro -Grade White Elastomeric Roof Coating ", 3 gal /sq. 29. Deck: NC Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane: '•Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 30. Deck: C -15/32 Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 9.4 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 31. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emulsion" at. 1 gal /sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. 32. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened any thickness. Base Sheet: Type G2, mechanically fastened or hot mopped. • Membrane: "Ruberoid® Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby unndc for the approval of the detailed statement ut 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. /s copy of approved plans and specifications must be kept at building during progress of the work. // •, I ,, 4 ... � , 19g OwTncr's Name and AddressaQV 4) J f... 1Q Q,� ` _ _ No... . »Street —... J �! _. ..... -. Registered Architect and /or Engineer .• _ U,,. .., ... e.,.nnvwa.v,. nle... Name and address of licensed contractor Location and legal description of lot to be bon: Lot Block Subdivision Street and Number where work is to be done V .lam --.• - — .-- .— don nd purpose of building (by floors)..... I(w State work to 1 ..... Building Inspector 37_Q 1w 13 . —e 0 /3 M747 and for no other purpose. New Building Remodeling \l Addition Repairi No. of Stories I To be constructed of Kind of foundation Roof Covering 7 7 1. Estimate Total cost of improvements $ C% Amount of Permit $...M/ 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 pcnnit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied Stith 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 arc required by the Act. The undersigned agrees to employ only such _ . . •• . . rformed under this pennit, as are licensed by Miami Shores Village. Remarks (Sign STATE OF FLORIDA, COUNTY OF DADE. 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 state are e. Permit No.._..f,. Date .`T ._._ Read, Sworn to and Subscribed before me. Disapproved a .�� Date (Signed) Giair:nan \fernbcr Member .. ... Council Approved Date Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Plan nir.g Board. A re - in' (t-tiun fee of 31.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. to me well known, has been obtained from for inspection or faulty (99'Z be sent to MIAMI SHOR SIVILLAGE BUILDING INSPECTI DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal 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___ �„"/ -- Owner's Name and Address A v' el .o) fl_ -d No Street_ Registered Architect and /or Engineer ._.__rT?;i tqb-t- y rP ("? re= 9 Name and address of licensed contractor____ t_ _ _. U(AL 1 , uf�4i^ 411 Location and legal description of lot to be built on: 1 Lot j 4 Block e Subdivision Street and Number where work is to be done ,...f Building Insg -ctor ate State work to be done and purpose of building (by floors) New Building Remodeling To be constructed of__Lt!_r''6 e6 Kind of foundation Estimated Total cost of improvements $ 14 Date ° " ( - 4 mac. and for no other purpose. ddlt,� a� Repairs No. of Stories C Amount of Permit $ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved _Date Disapproved Rlol Covering C 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 bu' ding. A}1 notices with reference to the building and its construction may 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 contr tors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for pecti o e iite of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ork to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) _ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 11.1 e> Disapproved (Signed) 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. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address____(/1__ /rte Registered Architect and/or Engineer Name and address of licensed contractor__ Location a 1 al description of lot to be built off: Lot___ 1 Block Street and Number where work is to be done_____ State be sent to Permit No Disapproved ( Signed) k to be done and purpose of building (by floors) r l�1 `t Date � / Z 6 '7 Chairman Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivision ' %?`2�y _ _ Member Member Member Date_ 4° 777 No._ Building Inspe' r A NNING BOARD DATE Street__ - - - -- and for no other purpose. New Building Remodeling Addition ��.� Repairs No. of St • ies To be constructed of Kind of founds 'one Roof Covering Cr– Estimated Total cost of improvements $___��' _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 . te r The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)_ !�•f - -�._. STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known,' and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires 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. Owner's Name and Address._ Registered Architect and/or Engineer. Name and address of licen..,ed contractor Street and Number where work is to be done Zone Cubage required Distance to next nearest building Maximum live load to be borne by each floor Permit No Disapproved (Signed) MIAMI SHORES VILLAGE 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 oilier structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mial.ii Shores Village, Flor;da, and all provisions of the Laws ef the Stitt, of Florida, all o of Mi„nii Shores Village and all iules and regulations of the Building Divi!.ien of Miami Shon illage 1 )e ooraphed with, whether herein specified or not. A copy of approved plans and specifications must. be kep' at building durins progress of the work. Date_ D te_ BUILDING INSPECTION DEPARTMEN Location and legal description of lot to be built on: Lot. (01 Block._ Subdivision PLANNING BOARD 7 State work to be done and purpose of building (by floors) Street_ E. and for no other purpose. New Building . Remodeling. Addition ° Repairs_ . . _ No. of Stories To be constructed of ___ . . .. . Kindtof foundation Estimated 7 • cost of improvements $ W C 0=0 Amount c.! Permit $ _Plan Cubage__ _Size of Building Lot Roof Covering Read, Sworn to and Subscribed before me. Notary Public State of Florida Insp My Cormnission Expires. 9 . hereby submit all the plans and speciiic.ations for said building, All notices with reference to the building and its construction may be sent to ..... _ _ The uncle signed apph 'ant for this building permit does hereby certify Coat he understands and accepts his obligations as an employer of I: bor under he Florida Workmen's Compensation Act being S.•: 5966, Coi• n'led Gen. • al Laws of Florida. P r.. S-1pI ent, and h s comp1ed wt1i he prov';ions thereof, and will require similar comn large from all contractors or sub-contractors emplo .cti by him in the wo k to he p ri - med under ties pern it: and post or cause to be posted for inspection on the site of the work sill, publi n ot,. e or i,otices as are requir d by the Act. The u: dt r gii,id agrees to only such tors, on wo k to be pc form d ,. der this permit as are licensed by M ami Shores \ Remarks.. (Signed) STATE OF FLORTDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally pp- poured to me wel! known, and who, being by me first di ly sworn, upon oath deposes and says that he is the of th abov. de t. ibed ..istruction t;. li has careially read the foregoing application, and that he did sign the same, and lhat tacts therein by him stated are trne. .DATE Chairman Member Member Member Member ._ Member Council Approved .Date Disapproved . Date NOTE: A charg of $1.00 will be made for making corrections er -,:lianges to this application Ifter approval I va. .s . obtained fr in the Planning Board. A re-inspect' fee of $1.00 will be charged when such re-inspection is nsr le necessary by improper notice kr insp. ti' or fa. ty materials and/o workmanship. No. STREET PART OF LOT LOT BLOCK SUBDIVISION ,r� N E g f ° `' t '`7 ? ice. y , i FRONT DEPTH HEIGHT STORIES TYPE O BUILDING TTOO BEE USED FOR ROOF COST OF BUILDING PERMIT FEE `' �e� /e // FF � / CONSTRUCTION Frame, Tile Concrete, Stucco Resident ( , Apts., Stores, Hotel • � Ac"+`�'_ 7m. // O • BUILDING PERMIT Dated Owner of Building Architect Contractor or Builder This permit is issued to DESCRIPTION OF BUILDING /O -/ ,1_922_ Miami Shores Village, FPorida PROPOSED LOCATION 216. / -c G3 • the building above described, as per application, Plans and S ,ecifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any time upon the violation of any provisions of said • laws, ordinances or rules and regulations, or upon any change in the plans and specifications unauthorized by the building inspector. `Lt t� I�t�94 To MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the" building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. /o- 6 ,19 .3ff 279 BUILDING INSPECTOR 'Member-' APPLICATION Application is hereby made for the approval of-the. plans and specifications .heret°r.it,hc: submitted- for this-building or other structure herein described. This application is made in com- pliance and coiformat<ion• .with• -the ° ^� ildtiTg'' Or dfnance of the Miami"Shores Village, Florida, and all provisions of the Laws of the State of F;l:orida.;...al-1 Ordinances "of Miain ' Shores Vi'll.a,e, and all rules and regulations of the building ' Department of Mian1..Shores-...Vil•lage-, sha=l1 be . complied with, whether' specified or not. OWNER. .. • ARCHITECT �.( ct ? 0, , ', t LOT � � Z .. BLK SUBDIVISION STREET-1'1'V NEL "J te" ADDITI Off? REPAIRS NUMBER OF STORIES / ROOF 71 f COST (excluding Architect's fee . landscaping & 6 garage) $ Building to be used for____a�.4 e ri c � and no other use. I hereby submit all the plans and specifications for said building. • STATE OF FLORIDA) Signed - �� .�. ,,,�, , /A A �i f COUNTY OF DADE ) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgment, personally appeared to me well known, and who, being by me first duly scorn, upon oath deposes and says that he is the builder of the above described construction, that he has read the foregoing application, and that he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, Notary Public (Signed) My Commission expires Cubic Feet Chairman Member Secretary 'Cubic feet required in this Block 46 Building Inspector Permit No.,- i / Issued to BUILLIN •PEIZI�I]pT, RECORD MIAMI SHORES VILLAGE FLORIDA LANNING BOARD 6 1'3 .; , 4 1 1( 41; p 6r: DATE r) e,4 o Electrical Permit_No. Plumbing Permit No. Date J /%• fj�i Painting Plastering Lathing Electrical Mason & Concrete .Plumbing ,Roofing Glazing Tile Miscellaneous LIST OF SUB- CONTRACTORS No. STREET PART OF LOT LOT BLOCK SUBDIVISION ROOF COST OF BUILDING PERMIT FEE FRONT DEPTH HEIGHT STORIES TYPE OP CONSTRUCTION BUILDING TO BE USED FOR ROOF COST OF BUILDING PERMIT FEE j Frame, Tile Concrete, Stucco br a/ Residence, Apts., Stores, Hotel / BUILDING PERMIT Owner of Building Architect Contractor or Builder Miami Shores Village, Florida, f , 19� PROPOSED LOCATION DESCRIPTION OF BUILDING • MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR N° 279 This permit is issued to """` y s .r�� _" a - t,-. » .. To , [,- ,r • 'c r." the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any time upon the violation of any provisions of said laws, ordinances or rules and regulations, or upon any change in the plans and specifications unauthorized by the building inspector. In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. • Dated 19 BUILDING INSPECTOR (SEAL)