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940 NE 95 St (5)MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. ss. ©e and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering__V,t 4 �� "� o Estimated Total cost of improvements $ I { O Amount of Permit $____4 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done Date State work to be done and purpose of building (by floors) ____ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic 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) C� 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. Chairman Member Member Council Approved _Date Date _ 19 n r - Permit No Disapproved -- - Date (Signed Building Inspector PLANNING BOARD DATE Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member 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. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor ... Location and legal description of lot to be built o Lot r' 1J Block /d Street and Number where work is to be done State work to be done and purpose of building (by floors) 165 r // ,tip (? eg , and for no other purpose. R..'iodeling. Addition Repairs. _..' if No. of Stories RoJ' Co ring New Building To be constructed o MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 7/1/1/0/704 Date Kind of foundation Street.. !rr Estimated Total cost of improvements $._. t1 V Amount of Permit $ 7 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 pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, 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, , s p work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) , �,�'(�V✓`�i� STATE OF FLORIDA, COUNTY OF DADE. as 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 .. ...._..._ Date e -2- 4 Te Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) �.—� Building Insp or My Commission Expires PLANNING BOARD DATE Chairman ._.. Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date �/` __ s , 19 Owner's Name and Address ....,H.6 Street_ ___ Registered Architect and /or Engineer Name and address of licensed contractor.__ l , Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done . State work to be done and purpose of building (by floors) (*? V 4.61 STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE Amount of Permit $ _Plan Cubage Size of Building Lot for no other purpose. New Building .. Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering J Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building - Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 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 pennit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above 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 Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address APPLICATION FOR BUILDING PERMIT or' Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT /( M oP /id?r Date — 19 3 No. o h i ` Street 9kc i 7 • 8 S / A /c4) c7(S m/ ;ff Lot 6 I Block Subdivision /� Street and Number where work is to be done 4l0 6/6 S State work to b done a d pur b ' / ose of ding (by floors), state ex tfrior colors (submit samples) e� r 44- e- P0� xrs �tp>a�' �� �1 J � a r i ; w e�Q 64/ 9/ej f �flr u �o y S p�� j and for no other purpose. // 3x 91 P7 el-t/ 6 New Building Remodeling Addition Repairs No. of Stories � To be constructed of Kind of foundation Roof Covering / � ® '5 ?1 J 4/ ti l (' °� o' V Estimated Total cost of improvements S U � J � Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: d 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 agreg to employ o4Iy such subcontractors. on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) ec STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared 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 constructi t at he has carefully read the f regoi g application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date % Read, Sworn to and Subscribed before me. Disapproved 0I Date Notary Public, State of Florida (Signed) " " Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ALTERAT -ION— LEGAL DESC. MIAMI SHORES HISTORIC PRESERVATION BOARD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS 1. NAME OF PROPERTY: 6 E/ u 5 Re 5 / 'a vt c e 2. ADDRESS 94 0 N- 1s14_ S'rIi'Qe_f 3. NAME OF OWNER & ADDRESS: fl{/'.X • J^ .K HeyectcL V4 PI-E. s't e et 4. NAME OF APPLICANT & RELATIONSHIP TO OWNER: 1 Q v1 k / e p eche. s 5Q.- e . � J J 5. PRESENT USE AND CONDITION: S4 vi.y /e. 40L(A.4..c. )Lf Lt oc.L S e 6. TYPE OF PROJECT: (circle one or add unlisted project- (J. OTHER) C) MAINTENANCE OR REPAIR B. RESTORATION C. REHABILITATION E. ADDITION F. EXCAVATION G. DEMOLITION H. NEW CONSTRUCTION I. RELOCATION J. OTHER (EXPLAIN) 7. IS A ZONING VARIANCE REQUIRED FOR THIS PROJECT? 8. DESCRIPTION OF PROPOSED PROJECT, INCLUDING WHAT CHANGES WILL BE MADE AND HOW THEY WILL BE ACCOMPLISHED. , f r r I Rep `✓` V0 o70 CLslt.�3 uJ00cis4 s 1tc " f recto k Root 9. IF USE OF THE PROPERTY WILL CHANGE AS A RESULT OF THE. PROPOSED WORK, EXPLAIN THE IMPACT OF THE CHANGE. /y0 G I - t,t s) e The Board shall be supplied with copies of the Original P- ignation Report filed when the property was designated as a Historic Lan • u rk and copies of any Certificates of Appropriateness grantee pr:v S sl for s site. P2a (1/DE c)r)ffU 1J2 z cm De-g_ Ap,'o s � Pi( cAIooJ �P �- DATE: h/21/37? Location and legal dcscr' tion State work to be done and purpose of building (by floors). shingles STATE OF FLORIDA, COUNTY OF DADE. ss. (Signed) MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of we 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 iuilding 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..._..._. March 3 ..__.__......_.__ ... .. ,19.. Owner's Name and Address ...... Dean Miller No. 94Q ........_... Street i a , 95th St Registered Architect and /or Engineer,:, ,,,...,, ,.,,,,„,,,,,,,,,,,,,,,,,, „,,,, Name and address of licensed contractor Andrews Roofinn 8 . Imp Co 4300 E.11th Avenue,. Hialeah Fl • 1 ' t be built on: Subdivision. �'' er 1. r 5. ®S ®1 ®/0? -1 Lot ' %R .. p9l oc .. .L / 940 NE 95th treet Miami Shores Fl Street and Number where work is to be done _..._ ... ? ..._.._..... _.._ ~ =rot .garage only usir wnod shakee _.._�. and for no other purpose. Ncw Bui!ding Remodeling Addition Re ,mss~ No. of Stories _ To be constructed of Kind of foundation 2 Roof Covering upod shake shingles Estimate Total cost of improvements $ 3.2(.10...(10 Amount of Permit $. 301.11D. 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... Andrews •Roofing. & ... Imp... CQ.... .!}. QQ... E,...Iith.:Averme. 11 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of iabur under the 'Florida NVorkrnen's Compensation Act, being Section 5906, Compiled General Laws of Florida, Permanent Supplement, anti has complied ssith 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 she of . •rk such public notice or noticcs as arc required by the Act. The undersigned agrees to employ only such subcontractors, on ed under this pcnnit, as are licensed by Miami Shores Village. Remarks ( Signed )....1 Before me, th undersigned authorit a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared .... .... .. . EE //� ��� — 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 stat ed aree true. . Permit No.. _.- J. � 1 7 Date -01 f i _ Read, worn and Subscn be a me. - Disapproved ._....... .._.... ._........._ 1 Date p � , 1 r ' ; Notary Public, State of Florida My Commission Expires _..� U PLANNING BOARD DATE Chair ;nan Member Merr,ber Member Member .. ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frrttn the PI.rnnir g llo.rrd. A rc- inspectiun fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection otr faulty materials anti /or workmanship. 1'I 3j I \V/111 L)1V APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS 1. NAME OF PROPERTY: 9 2. ADDRESS T�r� !VV '..j c l LEGAL DESC. - ,, 3. NAME OF OWNER & ADDRESS: ' ' J / r L (71 O :.5/ 6H6�7 4 4. NAME OF APPLICANT & RELATIONSHIP TO OWNER: 5% =)i.ji _ �`�LL!:�� '•� 5. PRESENT USE AND CONDITION: /' p v -( LL (r CH /r14-j 6. TYPE OF PROJECT: (circle one or add unlisted project- (J. OTHER) MAINTENANCE OR REPAIR B. RESTORATION C. REHABILITATION D. ALTERATION E. ADDITION F. EXCAVATION G. DEMOLITION H. NEW CONSTRUCTION I. RELOCATION J. OTHER (EXPLAIN) 7. IS A ZONING VARIANCE REQUIRED FOR THIS PROJECT? l k 6 &/ ' / &iv: 8. DESCRIPTION OF PROPOSED PROJECT, INCLUDING'WHAT CHANGES WILL BE MADE AND HOW THEY WILL BE ACCOMPLISHED. • e A7C j - ,/.? G' n : �J C y' ? ,,1) - - s ' 4 7 , 4 , 2 , P 9. IF USE OF THE PROPERTY WILL CHANGE AS A RESULT OF THE PROPOSED WORK, EXPLAIN THE IMPACT OF THE CHANGE. 4.4r, The Board shall be supplied with copies of the Original Designation Report filed when the property was designated as a Historic Landmark and copies of any Certificates of Appropriateness granted previously for this site. APPRnVFf) : DATE: %- Z-7//4.�_ ia/is -M' Registered Architect and/or Engineer Permit No. Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT . 5 H 7 APPLICATION FOR BUILDING PERMI Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address � ok-am c) to ete- vu Fit f,t t� Name and address of licensed contractorOlC ( ` — FP cf., E& 'SDc . I Vt C (CY26( W E/rt Location and legal description of lot to be built on: o L r Block Subdivision Pi 6 }del / 1 Street and Number where work is to be done `°1 N e 1 ��✓ State work to be done and purpose of building (by floors), state exterior colors (submit samples) UC.P.tit P ),yr IL and for no other purpose. New Building Y � I Remodeling Addition X Repairs No of Stories S (� To be constructed of "O C1 Pa I Kind of foundation V 47,a� � C. Roof Coverri�ng e CC L aiS ,t,we Ce Estimated Total cost of improvements S C ' ' O > Amount of Permit $ °' �-,Z9 .ve :I ' l Zone cubage required �t Plan Cubage °d B 0 _ /7 Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's 'Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement. a d 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 th' per • 't; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned a_ mp,.y o ly s subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 foregoigg application, and that he did sign the same, and that all facts therein by him stated are true. Building Inspector Date 1 Date Read, Sworn to and Subscribed before me. Date / 1111 No. `34 ` Street N' E . at ervd 2',, v eV Notary Public, State of Florida 19 eq H 5c �C. •orcS - My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. PLANNING BOARD AGENDA OF ( t 1 Is t`':' 9 ITEM NO. 1 Name of Owner /ApplicantViA$X# iiktACitit Phone No.VW"fl$7 Address of Property, and /or Legal Description q Nature of Request Ag Of KAI 40 *LIZ, Ste.. 1g ? Present Zoning Area of Present Building w 6g ,1, (Gut'> iesosA4 Area Proposed Addition JAVI ®' )0 Yl V$ 14 frt•Alrr Parking Spaces Provided Variances /Exceptions /Zoning Change Council Action Required ddliami cDhores dfllage F L O R ID A Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Date of Applicant Notification Planning Board Action Aerft/• /13,I Council Action Director of Building and Zoning y g � `i;! r .!;! g�}�t•6H � x T.. !Rgea��K•,, _,� �y`ti:' t•'i 4.`�i �'1.� �:'� -✓• . � IvYa h �'� • �+ y �.� - 0 MohMytrrl- Ur- i. „.� ^ � $i x: / 1� y.Yd•v I`i} v, pN 4 *tr's tots ~ ; MAT N LEGAL DESCRY The East. 108. Lot F of "PL( OF SEC.. 6 OF thereof as r. of Dade Count A.K.A.s 940 r SURVEYORS' Nt 1- Lands shot rights -of- 2- There are hereon, ii 3- No attempt encroachmt 4- Flood Ions ** SURVEYOR'S was prepared Standards for Florida Admin is True and C. Copies of thi• undersigned. J. H. NANUCY, By; H. NANO G. LAND ! STATE OF DATED, lk_ •r This serve' FRANK HEGEI FIRST FLOR. is ;V:r.:V4fr, f-t- Stikt-SlAt NEfl 3 "" ( I ,- LA4vcES •-• 1 i -.-• '...7.1....:?. 1 • " ' __1-..",ato.:;■44. . 4/i2 ?Jr 0- (.0 t :-...^ sr g- rz- <-,44 kieel. \\ 1" sr — — / : :,. e.:4 -1. 1 • 1 1 .. ' \ 0 , .e.r. ■■■• e. Gip Wil■ — _El — -- -_ -- .....L .... _-_ Q ..., ■. ,,,_ 1 1 • -e...,..,, i. T • ,_.: r' L2:0G•F • .:::4•-•Q (.6 ' ler - r-C:i • \ 0 0 -V.- . C_CX.- -1-fp - - 0 de....-- ..... ..-- ow. el.. — - AI. —.MP. —91:6 .0.— ...4. ® .... ...a- e.-PS7 t •- / . ..— ..--- ------7 'I Y 6rR =...-. • O ® @@ It � I ti i 2 HEGEDUS RESIDENCE x,u A•■f_. IE'u D'TE c0 --rz._ •■ROVED SY DAWN 1? REVISED .3105 - 'rti PATIO ROOF & SCREENED ENCLOSURE PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date‘ °o4 6 %Job Address C L t 0 17g . ( ?3 ' _41 . Tax Folio Legal Description J Owner / Lessee / Tenant A1"°�iviec 6.� q u2- Q t4 S Contracting Co. ICJ O 10 S (9 n Y . � Address 1 a P. o /'$I/71 Sr Owner's Address Qualifier /fp kj a VT R.17'1 fi4 a 6(Y Phone ( c?3'C LJ $ State # Municipal Competency # B i 7 VV O Ins.Co. gen.' i n,�Tp� O Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL :OOFIN , PAVING PENCE SIGN WORK DESCRIPTION fir✓ - -Liwi2Q. 4 Square Ft. /CO O Estimated Cost(vak e) c? P o 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. , 4 71Q p e dg i_. • :.._, AV Signature of owner and /or (ondo President Date: i t -' "i-1 G Notary as My Commis . ion ' xR X161 MCLEOD NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC273978 ** * * MY CO : MISSIOi XP. APR. 1997 FEES: PERMIT r:.> APPROVED: n ■ esident * * RADON C.C.F. Fire Zoning Buildin /0*ce--- • * Mechanical Plumbing Master Permit 074 6 I Phone Signature of Contractor or Owner-Builder Date: , 9 • Notar. My Co * ag tp �t�1P or 1 er- Builder NMARY P C STA FLORIDA F m1s ��10t�RfI li CC273978 MY COMMISSION EXP. APR. 4,1997 * * * * * ** NOTARY TOTAL DUE ji© Other Electrical Engineering 1147 • DALE ` METROPOLITAN DADE COUNTY. FLORIDA nnETi7O -OADE FLAOLER BUILDING The Clarke Group Marketing Post Ofdlct Box 515 Sumas, WA 98295 t • .1 qr • 1,..1 ti' 1 ► _ aur<oarc CODE COMPLIANCE DEPARTMENT SUITE KIM MEMO -DADE fLAOLER at1 UM° 140 WEST Ft11GLEn STuret M1AM1. FW!BDA 37t30.1S63 foosj 3,5-2o01 FAX pos) a/Sz9D0 Your applleatIon for Product Approuaf oT tReureett_iL tli r-riDak 1UdShiughtt under Chapter 8 of the Metropolitan Dade County Code governing the..usc of Alternate Materials and types of Construction. and completely dwelled in the plates, specification. and calculations as submitted by Construction Research Laboratory, lit., Warnock Hersey and Dytwteeh Engineering, inn. has bren•recomn+ended for acceptance by the Building Code Compliance Department to be used In Dade County. Florida under the specirm and standard conditions Set forth herein. The approval shall be valid fbr a period of three years. The Building Code Compl Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. if product or material fail to pertbmt in the approved manner, the Code Compliance Deportment may revoke. modify or suspend the use of such product or material immediately. fire Building Code Compliance Department reserves the right to requite testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or ntuterial. The expense of such testing will be incurred by the Manufacturer. rRODUCT NO.: ACCEPTANCE NO.: zi Raul Rodriguez Product Control Division EXPIRES: APl_7,.,5_1997 supervisor .PLEASE NOTE- THIS IS TTUE COYERSHEET•. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL COh D1TMONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County building Code Compliance Depattmenl and approved by the Building Cote Committee to be used In Dadc Cou Florida under the conditions set forth above. APPRAVFA:R 1 4 1995 bE IGT G60 6T Nflr s?g,T00 -d b6L -1 bZti -d banes Danger. P.E.. Director Building Code Compliance Department Metropolitan Dade County 00 :01 ((LRL) S6.60 7tYW 8313IH bbSPB£9S02 r. r• • metal step flashing For the sides of the chimney, positioning the units in the same manner as flashing on a vertical sidewail. Cut, bend and apply the step flashing aratrttd the side of the chimney. Secure each flashing unit to the masonry with approved bashing Bement and to tht trek with approied nails. Embed the end shingles in each course that overlap the flashing In an 8" bed of approved flashing cement Plane the rear but flashing over the cricket and the high side oldie chimney. Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement Cap fleshings shaft be installed over all base fleshings. Set the metal cap flashing into the briekwoett or exterior siding material. If brick, rake out the mortar joint to a depth of 1S inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down to overlap the base flashing. Use one continuous piece of cap flashing on the loo side of the chimney. On the sides and high side of the chimney, use several pieces of similar-sized flashing, trimming each to fit the particular location of brick joint or stkbstrate material. Start the side units at the lowest point and overlap at least 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shake manufilcturer. If crickets are formed from wood, or other nsitable materials a double layer undertayment shall be applied prior to waterproofing. Each shake shall be nailed 14" to 1' from the edge 'and 1'A" to 2' above the butt lino of the nett course with two nails. Nails shall be of sufficient length to penetrate the sheathing. Do not nail into or above factory- applied adhesives. Ensure no cutout or end joint is less than 2 inches front a nail in an underlying course. Start nailing from the end nearest the shake just laid and proceed across- Do not attempt to re -align o shake by shifting the flee end after two naiis are in place. Drive nulls straight so that the edge of the nail head does not cut into the shake. Nail heads should be driven flush with the shake surface. Fasteners shall not be overdriven. interlayment: Felt laid over top portion of each course to the nail line. 20 " from bun. Tack down approsimately 12" o.c.. , Fastening: Maximum Fire Classification: Minimum Slope: System Limitations: Class "C" 4 " :12" BP:ST S6I 6T Nfif 520'SE@ -d b6Z -1 bjb-J Product Control No.: 4'5- 3307.09 4 )7 4 . Raul Rodrigue ...... ,. _. -- 17 83 Est: 60 ((1111)S6 ,tie - •M t7VSt'8£9S0£ Application: Chimneys: bb tSti S6 t 6t 'mu S:'O /LSO -d 1/6L -i bib -J Product Contrat No.: 95- 0307.09 two exterior edges with flashing cement and approved reinforcement Overlaps shall be 42" minimum and adhered with ASTM D 4586 flashing cement. Cedar Plus shelter shalt be laid so that alternate coup do not align: Joints in adjacent courses should be offset not less than IA", Note: Proper weather etpievre is hnportnet in shake applications and depends largely► on roof slope. On roof elopes of 4 " :12" and greater, the standard exposures is 10" tor 24" shakes. The beginning or starter curse at the eeve line shall be doubled. The butts of the shakes shalt project from 11i" to 2" from the first roof board. 1r gutters or cave troughs are weed. the projection can be decreased to 1IV. Each succeeding course of shakes shall be applied with an interlaymemt of ASTM D 226 Type 11 fWt, 18" wide laid over the top portion of shakes and extending onto the sheathing with the bottler+ edge of the felt positioned at a distance above the butt equal to twice the distance of the weather exposure. For example, with a 10" exposure, interlayment shall be applied 20" above the shake butts. This will allow 14" of felt to extend onto the sheathing. The 'stair step' method of shake application may be used. . Spacing between shakes joints Or slots) shall be W' and joints of adjacent 'courses shall be offset a minimum of i sae. All hips and ridges shall be covered with shakes having a uniform width of 4" to 6 ". The hip and ridge shakes shall be attached with an alternate overlap and with an meposure equal to that of all preceding courses of shakes. Pr:manufactured hip and ridge Will are acceptable. All hip and ridge shingks shall be nailed with Weans. All perimeter and valley shakes shall be applied in a minimum 8" bed of ASTM 0 4586 mastic. Mastic shall be applied in a thickness not greater than 1/8". If the slope is greater than 12 ":17 ". valley metal may be reduced to 16" wide_ Chimneys shall be flashed with a two -piece base and cap flashing to a llow For differential movement. Apply shingles up to the front edge of the chimney before any flashing! are installed. Apply a coat of ASTM 0 41 asphalt primer if the chimney is constructed of masonry or metal ro seal the surface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal. or other approved corrosion resistant materials. as base flashing between the chimney and the root on all sides. Apply the base flashing to the low side of the chimney first. Bend the base flashing sd that the tower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face bf the chimney. Work the flashing firmly and smoothly into the joint between the shingles end chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney fact. The flashing may be secured against the chimney with one or two nails to hold it in place until the cement sets. Use Raul RodrigueL i6 ea 1 lc :ffl lnH,t)s6,1 PPSPB£9S02 Mare= The Clarke Croup Marketing Post Office Box 515 Sums. WA 91195 C drool _ Prepared Roofing SubCategn yz Wood Shakes and Shingles TJCR: Nail -on Sub -Tvpe; Cedar ,w •I1 I1•R\\\ G£ St SG d 6t Nnr gaguee -d t'64 -1 PTO-3 Product Control Notice of Acceptance Roofing System Approval Contact: System Description Mark Rutledge Post Ofticc Box 515 Sumas, WA 93295 (604) 630 -3563 Rsut Rodriguez. ,( I Product Control No.: 954197,12 Approval Date: Expiration Date: AP-11-44-49 9 7 The Clarke Group, located hi Sumas, WA, is n marketing group for the following cedar shingles and shakes: Cedar Plus, Cedar Plus CCA, Green River, Scott Cedar. Bleck Hawk and Blue Mountain. All products are fabricated from Western Red Cedar. The Clarke Group cedar shakes and shingles have been tested in compliance with South Florida Building Code requirements for nail - on speeitcstions. 10:01 tnHil s6 .1/0. 'OW a 3131 Et bbSb6£9S0£ System Trade Nmmes: Cedar Plus Maxiontith Fitr„Clnj,ica on Wood, Plywood: Wood, Space Sheathing: S£ :St S6. 6i Nnr SEOi£00 - d '6L - 1 bW - d Class 'A' Class 'C Product Control N0.: 95. 0307.09 S 10:01 (nHS) S6 AI- 'PM bbSbH£9S0£ — ... v •• r u • v.. +ar 4 v a.LtV via Iw•iiX.444J fJ It N1 r 141010# 1111 i Pr duct Dimensions icasilardrigit2115 roduct nescriplion Cedar Plus Shakes Various Fire retardant and preservative Llpeted or non- tapered cedar of random widths ranging from 4 Inches to 14 inches in width_ Cedar Plus Shingles Various Fire retardant and preservative treated cedar, with both feces sawn, of random widths ranging from 3 to 14 inches and in lengths of 16,18 and 24 inches. S£ :St S6I 61 Nnr See't' em-d b6L -1 btib -d 8313113 t7bSt'13£9S0£ 6d common nails Sd Cemrhori nails 4d common hails Valley Flashing 30 Ib. Underlayment Eclat Flashing Plashing Certient Roofing Nails PRODUCTS islANUVACTURED ay arms IE Etswietista Min. 13 gauge, 9, head Min. 14 Y gauge, r/33.. head Min_ 14 gauge. head Minimum 26 p., various widths various Minimum 26 ga. N/A PA 114, Appendix 'C PA 114, Appendix A 535 ASTM D 226 Type 11 ASTM A 525 Min. 12 get. PA 110 Ph" head 92 :GT S 6T Nlf Sz0' 9e-d -- � ASTM D 4556 PA 114. Hot dip galvanized Appendix V steel nails Hot dip galvanized steel nails Hot dip galvanized steel nails Galvanized steel valley flashing Asphalt saturated relt underlayment Preformed galvanized steel edge flashing. Hot dip galvanized annular ring shank roofing nails_ 8313I8 Product Control No; 95- 0307.09 Mapufac3urer genetic generic generic ge neric generic generic Trowel grade. cut Metro -Dade Approved beck bitumen adhesive used to install flashing. Asbestos frcc_ generic Raul Rodriguez. 4 10:01 Mil) S6 ,40 •AVW PPSt'8E9S02 Test Reports Tist 1400 Ilst fideloUbm Icalbiftdilomm3 tbut Conttsuction Research 5961A Wind Driven Rain 11/9/93 Laboratory, Inc. Construction Remora 596t Wind Driven Rain 1 t110I93 Laboratory, Inc. Watnock Hersty Fire Resisanta 7193 - ;Dynaterh Engineering, 94.4.2 Pall - through testing 4/94 Inc_ AAA ann.nnt 9£ :ST S6+ 6T Nf r SE0f900 -d b6L -1 'TO-3 Rau! itadriguez. 5 Product Control No.: 95.0307.09 So :60 (l1H1)S6.DO AY e131318 1717S7B£96-0E 9£ :ST 56, 6t Nflf SZ0 /L00 -d b6L -1 bit" -J System Descriptions ef313I f3 Product Control No.: 95-0307.09 Deck Type 1: Wood, Solid Sheathing beck Description_ New construction. " or greater plywood, or woad plank Systeme Type A. tlnderlayment tlnderlayntent should be applied in accordance with South Florida Building Code section 2303.5(fx2): Two plies of ASTM D 226, Type 1 felt overlapped 19 ". or a single ieyer of ASTM D 226 Type 11 felt overlapped 4" with minimum 12 ga. x 1Yr corrosion resistant roofing nails and minimum 32 ga. x 11; diameter tin caps spaced 12" o.c. in the field and 6` o.c. at the taps. Edge Metal: Edge mewl and installation shall be in compliance with the South Florida Building Code section 3408.2 and 3408.3: Minimum .011" (26 ga.), 2" x 2" galvanized metal or other approved corrosion resistant material shall be nailed over top of the underlayment et 4` o.c. with minimum 12 ga., 1 W' corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materiels shall be fastened with non- ferrous.nails. At corners, the end laps of adjoining edge metal shell be overlapped 7 ". notched and bent around the corner. Straight lengths of metal drip edge shall be overlapped not less than 3" (See Dade County Protocol PA 111 (4.3.4, fl:ere 2). Note: All intersections. eves, rakes, valleys. gable ends, and starter course shall be set in sn 8" wide strip of ASTM D 4586 flashing cement. If the application includes a gambrel roof.. a two -piece flashing shall be fabricated extending into the upper plane not less than 5" and shall extend down over the lower course not less than 4 ". The bottom metal section shall be hemmed A ". Where break metal fleshings are required. the top portion of the flashing shall extend not less than 6" above the bottom course and shall overlap the lower course not less than 4 ". Valleys: Valleys may be applied in open. closed or weaved fashion_ Valley metal shall be in compliance with the South Florida Building Codc section 3408. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing or ASTM D 224 smooth roll roofing shall be installed over the underlaymunt at all close cot or veOYen valleys, centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x iSi" roofing nails at each edge. Nails shell penetrate the sheathing or wood plank a minimum of 'F„ or penetrate a 1" or greater thickness of lumber a minimum of 1'. Endbps shall be 12" and adhered with ASTM D 4386 flashing cement in open valley applications a minimum 16" wide, 26 get. galvanized metal; or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley in a bed of ASTM O 4586 fitishing cement. applied in two 4" wid tr:. f at ; h exterior edge. with Raul Rodriguez_ 6 S9 :60 (11H1) S6 .V0- 'kYw 1717079£9S0£ • Application: Chimneys: 1:£ :ST S6 6T Nnr sz®.60 -d t 6 --1 tTb —.i Product Control No 95-0307.09 a maximum thickness of 1/8 ". Fasten valley metal with minimum 12 ga. x 1!1" galvanized annular ring shank roofing nails 12" O.c. 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1". Strip in the the two eXtt rior edges with flashing cement and approved reinforcement Overlaps shall be 12" minimum and adhered with ASTM 0 4536 flashing cement Cedar Plus shingles still be laid so that alternate courses do not align: Joints in adjacent courses shall be offset not less than 1 W. Shingles shall have a maximum of Sly" exposure. Note: Proper *ember exposure is important in shingle applications and depends largely nn roof slope. On roof slopes of 3 ":12" to less luau 4 ":12 the standard exposures are 33;" for 16" shingles, 414" for 18" shlagles, and 51 fbr 24" shingles. Set Table 34 -C of Section 3406.4 for maximum exposure allowable under the South Florida Building Code. Shingles shall be applied in straight, single courses. Shingles shall be doubled at all ewes.. Butts of first course shingles shall project 1 W beyond the cave line. When gutters or cave troughs are used, the projection can be reduced to 1 ". Joints in any one course shall be separated not less than 1%" from joints in adjacent courses, and joints in alternate courses shall not be in direct alignment. No shingles shall be less than 4" .vide. Shingles shall project past gable ends 1". Space between shingles shall be no less than Y+" and no more than ". All hips and ridges shall be covered with shingles having a uniform width ranging from 3" to 5 ". Hip and ridge shingles shall be attached with an alternate overlap and an exposure equal to that of all preceding courses of shingles. Premanufactured hip and ridge units are acceptable. All perimeter and valley shingles shall be set in an 8" bed of ASTM 0 4336 mastic. Thickness shat be not more than 113 ". Chimneys shall be flashed with a two -piece base and cap flnslung to allow for differential movement. Apply shingles up to the front edge of the chimney befbro any flashings [arc installed. Apply a coat or ASTM 0 41 asphalt primer it the chimney is constructed of masonry or metal to seal the surface and to ;nevi* good adhesion to all points where flashing cement will later be applied. 1091611 26 ga. corrosion resistant metal, or other approved corrosion resistant materials, as base flashing between the chimney and the roof deck. on all sides. Apply the base flashing to the low side of the chimney first. Bend the base flashing so that the lower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in approved fleshing cement placed over the shingles and on the chimney face. The flashing luny be secured against the chimney with one ar two nails to hold it in place until the cement sets. Use Raul Rodrigues 7 ob: t:n ltlH3.l S6 .I70 *OW t*St78£9S0£ Fastening: Product Control No.: 95-0307.09 metal step flashing rbr the sides of the chimney. positioning the units in the same mannerms flashing on a vertical sidewall. Cut. bend and apply the step flashing around the side of the chimney. Secure each Dashing unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved flashing cement ?ace the rear base flashing over the cricket end the high side of the chimney. Apply the high aide base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement_ Cap fleshings shall be installed over all base flashing,s. Set the metal cap hashing into the brickwork or exterior siding material. If brick, take out the mortar joint to a depth of 1% inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down to overlap the base flashing. Use one coattinuotrs piece of cap Dashing on the low side of the thimney. On the sides and high side of the chimney, use several pieces of shrtil*Mized flashing, trimming each to flt the particular location of brick joint or substrate material. Stan the side units at the Lowest point and overtop at least 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle raanut cturer. If crickets are formed fmnt wood, or other =liable materials a double layer underlayment shell be applied prior to waterproofing. Each shingle shall be nailed Y." to t" from the edge and 1144" to 2" above the butt line of the next course with two hot - dipped, galvanized Id nails. Fasteners shall be placed not more than le." frrom the side edge of the shingle and not more than 1" above the exposure line. In all cases. fasteners shall be long enough to penetrate through the sheathing. Do not nail into or above factory- applied adhesives. Ensure no cutout or end joint is less than 3 inches from a nail in an underlying course. Start nailing from the end nearest the shingle just laid and proceed across. Do not attempt to realign a shingle by shilling the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Maximum fire Classification: Class . "A"; See System Limitation a 1. Minimum Slope: 3" =12" System Limitetions: 1. For Class 'A' fire classification, apply Cedar Plus shingles over IT Type X Gypsum a sterior sheathing •which is mechanically attached to the deck in accordance with rnanufaeture+'s application instructions. 8£ : S T S6 I 6t Nflf Sir0'600 -d P6L -1 fitb -4 RaUI ltodrl ;uet / / Ili 5 83131a ob:fin (fIWS6 btSb8£9S0£ System S. Underlaymen[: None. Edge Metal: Edge metal and installation shall be in compliance with the South Florida Building Code section 34081 and 34083: Minimum .1121" (26 ga.). 2" x galvanized metal or other approved corrosion resistant material elf be nailed over top of the nnderlayment at 4" o.c. with minimum 12 gat.. 1!�' corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufisctured from similar and compatible material to the termination profile. All composite materials shall be fastened with non - ferrous nail. At corners, the end laps of adjoining edge metal shall be overlapped 3", notched and bent around the corner. Straight lengths of metal drip edge shall be overlapped not less than 3" (See Dade County Protocol PA 111 (434, figure 2). Note: Valleys: Appticationt 62:0 S6, 61 Nflf Si'0/®a® -d b6L -.1 Pub -J Product Control No.: 95-0307.09 All intersections, eaves, rakes, valleys, gable ends, and starter course shall be set in an 8" wide strip of ASTM D 4586 flashing cement if the application includes a gambrel roof, a two -piece flashing shall be fabricated extending into the upper plane not less than 5' and shall extend down over the lower course not less than 4'. The bottom metal section shall be hemmed h ". Where break metal (lashings are required, the top portion of the flashing shall extend not less than 6" above the bottom course and shall overlap the lower course not less then 4 ". Valleys may be applied in open. closed or weaved fashion. Valley metal shall be its compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing: or ASTM D 224 smooth roll roofing shall be installed over the underiayment at all elose cut or woven valleys. centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x 1W' roofing nails at each edge_ Nails shall penetrate the sheathing or wood plank a minimum of 'l, or penetrate a 1" or greater thickness of lumber a minimum of 1 ". Endiaps shall be 12" and adhered with ASTM D 4586 flashing cement in open valley applications a minimum 16" wide, 26 ga. galvanized metal; or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley in a bed of ASTM D 4586 flashing cement. applied in two 4" wide strips at each exterior edge, with a maximum thickness of 1/8". Fasten valley metal with minimum 12 go. x 11K" galvanized annular ring shank roofing nails 12" o.c. •1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of '1„ or penetrate a 1 or greater thickness of lumber a minimum of 1 ". Strip in the the two exterior edges with flashing cement and approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM 0 4586 flashing cement. Cedar Pius shakes shall be laid So that atternate courses do not align: Joints in adjacent courses should be offset not less than t ". Shakes shall have a maximum of 5W exposure. Note: Proper weather exposure is important in Raul Rodriguez 9 83131E Lb 60 (1111.L) S6 ado - AYi4 PPSP8£9S0£ Chimneys: 6£:Sti S6d 6T Nall Si;OitSO -d b6L"1 P P -d Product Control No.: 95.0307.09 shake spplieatleo4 and depends largely on roof slope. On roof slopes or 4 ":12" and greater, the standard exposure is 10" far 24" shakes. The beginning or starter course at the eaves line shall be doubled. The buns of the shakes shall project from I Si" to 2" from the first roof board. If gutters or mom troughs are used, the projection can be decreased to 154 " - Each succeeding course of shakes shall be applied with an interlayment or A97M D 226 Type 11 felt. or wide laid over the top portion or shakes and extending onto the sheathing with the bottom edge of the felt posidoned at a distance above the butt equal to twine the distance of tine weather exposure. For cvarnple, with a 10" exposure, internment shall be applied 20" above the shake butts. This will allow 14" of tblt to extend onto the sheathing. The 'emir step' method of shake application may bc used. Spacing between stakes (joints or slots) shall be 55" and joints of adjacent courses shall be offset a ntinimwn of !SS". ell hips and ridges shell be covered with shakes having a uniform width of 4" to 6 ". The hip and ridge shakes %ball be attached with an alternate overlap and with an exposure equal to that of all preceding courses of shakes. Premanufactured hip and ridge units are acceptable. All hip and ridge shakes shall be nailed with Rd nails. All perimeter and valley shakes shall bc applied ht a minimum I" bed of ASTM D 4536 mastic. Mastic shall be applied in a thickness not greater than 118 ". It the slope is greater than 12 ":12`, valley metal may be reduced to 16" wide. Chimneys shall be flashed with a two-piece base and cap flashing to allow for differential movement. Apply shingles up to the front edge of the chimney before any fleshings are installed. Apply a coat of ASTM 0 41 asphalt primer if the chimney is eonstructed of masonry or metal to seal the svrface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 fir. corrosion resistant metal, or other approved corrosion resistant materials, as base Hashing between the chimney and the roof deck, on all sides. Apply the base flashing to the low side of the chimney first. Bend the base flashing so that the lower section extends at least 4' over the shingles and the upper section extends at bast I2^ up the vettieal face of the chimney. Work the (lashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney Face. The flashing may be secured against the chimney with one or two nails to hold it in place until the cement sets. Use metal step flashing for the sides of the chimney, positioning the units in the tame manner as flashing on a vertical sidewali. Cut. bend and apply the step flashing around the side of the chimney. Secure each flashing unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved 213a3Ia Lti-64 l0 1)56.61) 1111 bbSbB£9S0£ 0t0:St S6, 61 Nflf Sc0/ T@-d t'6L -1 bTt-d Product Control No.: 93- 0307.09 flashing cement. Plate the tzar base flashing over the cricket and the high side of he chimney. Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement. Can lashings shall be installed over all beset flashinp. Set the metal cap flashing into the brickwork or eerier siding material If brick. rake out the mortar joint to a depth of 1'A inches and insert the bent edge of the flashing into the cleaned joint. Refill the joint with mortar. fiend the cap flashing down to overlap the base flashing. Use one continuous piece of cap flashing on the low side of the Chimney. On the sides and high side of the chimney. use several pieces of similar -sited noshing. trimming each to fit the particular location of brick joint or substrate material. Start the side units at the lowest point end overlap at least 3 inches. Chimney crickets shall be waterproofed In compliance with options published by the shake ntanuflacturer. if crkkcts are foamed from wood. or other mailable materials a double layer underlayment shall be applied prior to waterproofing. Fastening: Each shake shall be nailed'/: to F from the edge and I'h" to 2" above the butt line of the net course with two nails. Nails shall be of sufficient length to penetrate the sheathing. Do not nail into or above factory- applied adhesives. Ensure no cutout or end joint is Less than 2 inches from a nail in en underlying course. Start nailing from the end nearest the shake just hid and proceed across. Do not attempt to re - align a shake by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shake. Nail heads should be driven flush with the shake surface. Fasteners shall not be overdriven. I nter layment: Felt raid over top portion *reach course to the nail line. 20 " from bum. Tack down nppratimotcly 12" o.c.. Maximum Fite Classifteatibn: Clan "A" See System Limitation If R. Minimum Slope: 3' :12" System Limitations: 1. For a class 'A' fire classification. apply Cedar Plus shakes over'/," type X exterior grade gypsum sheathing which is mechanically attached over the deck in necordance with manufacturrls application instructions. a31318 � a : ha IfHI) S6.60 'ON tPPS78£9S0£ Dtvk'yype 2s Deck Description: System A. Underlayrtleiit 'Ed;se Metal: Note: Volleys: b:ST G6 6t Nflt SCOr£T0 -d 06L -1 t' -d " " ?l313I R Product Control No.: 950307.09 Wood, Spaced Sheathing Minimum 1" x 4" sheathing boards placed in compliance with Metro-Dade Protocol PA :um The first 271" at the eave shall be solid sheathing. Underlayment should be applied in accordance with South Florida Building Code section 2303.5(1)(4 Two plies of ASTM D 226, Type 1 Felt overlapped 19", or a single layer of ASTM D 226 Type 11 felt overlapped 4" with minimum 12 ga. x I1/4' corrosion resistant roofing nails and minimum 32 ga. x 1'4" diameter tin caps spaced 12" o.c. in the field and 6" o.c_ at the laps. Underlayment shall be installed over solid sheathing the first 27W' at cave. Edge metal and installation shall be in compliance with the South Florida Building Cock section 34061 and 3400.3: Minimum .021" (26 ga.). 2" x 2" galvanized metal or other approved corrosion resistant material shall be nailed elver top of the underlayment at 4" o.c. with minimum 12 ga.. lx" collision resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall be fastened with non - ferrous nails. At corners, the end laps of adjoining edge metal shall be overlapped 7 ", notched end bent around the corner. Straight lengths of metal drip edge shall be overlapped not less than 3" (See Dade County Protocol PA 111 (4.3.4, figure 2). All Interteatlons cares, rakes, valleys, gable ends, and starter course shall be set In an 8" wide strip of ASTM A 4586 fleshing cement. If the application includes a gambrel roof, a two -piece flashing shall be fabrieoted extending into the upper plane not less than 5" and shall extend down over the tower course not less than 4 ". The bottom metal section shall be hemmed VS'. Where break metal fleshings are required, the top portion of the flashing shall extend not Tess than 6" above the bottom course and shall overlap the lower course not less than 4 ". Valleys may be applied in open, closed or weaved fitshion. Valley metal shall be in compliance with the South Florida Building Code section 34011.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing: or ASTM D 224 smooth roll roofing shall be installed over the underlayment at all chose cut or woven valleys, centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x VA" roofing nails st each edge. Nails shall penetrate the sheathing or wood plank a minintunt of I or penetrate u 1" or greater thickness of lumber a minimum of 1 ". Bndlops shall be 12' and adhered with ASTM D 4586 flashing cement. In opts valley applications a m 16" wide. 26 g*. galvanized metal: or other approved corrosion resistant material shall be installed. and may be rolled or preformed. Set valley in a bed of ASTM 0 4586 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of 118 ". Fasten valley mewl with minimum 12 ga. x 1%" Raul Rodriguez. 12 eo:60 taus) S6 .VO- 'P POSta3£990£ Application: Chimneys: 20 : S t 56 i 61 Nt1r SZ0/t l 0 06L - 1 b t 0- J gab/ Mixed annular ring shank roofing nails 12" o_e_ 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of or penetrate s t" or greater thickness of lumber s minimum of 1". Strip in the the two exterior edges with flashing cement and approved reinforcement Overlaps shall be 12" tninimurn and adhered with ASTM D 4556 flashing cement. Cedar Plus shingles shall be laid to that alternate courses do not align: Joints in adjecent courses shall be (Met not less than i 5ra ". Shingles shall have a maximum of 514" exposure. Note: Proper weather exposure is important in shingle applications and depends largely on roof slope. On roof slopes of 4utill " and grater, the standard exposures are S" fbr 16" shingles, 5.5" for 16" shingles, and 9.5" for 24" shingles. Ste Table 34-C of Section 3406.4 fist maximum exposure allowable under the South Florida Building Code. Shingles shall be applied in straight. single courses. Shingles shall be doubled at all leaves. or starter shingles may be used. Butts of first course shingles shall project 1 SS" beyond the Bove line. When gutters or eave troughs are used, the projection can be reduced to 1 ". Joints in any one course shall be separated not less than 1 i5" from joints in adjacent courses, end joints in alternate courses shall not be in direct alignments No shingles shall be less than 4" wide. Shingles shill project past gable ends 1". Space between shingles shall be no less than W and no more than 3/8 ". All hips end ridges shall be covered with shingles having a uniform width ranging from 3" to 5 ". Hip and ridge shingles shall be attached with an alternate overlap and an exposure equal to that of all preceding courses of shingles. Premnufactured hip and ridge units are acceptable. All perimeter and valley shingles shall be set in en 8" bed of ASTM I) 4586 'mastic. Thickness shall be not more than 1 /8 ". Chinineys shall be flashed With a twO -piece base end cap Flashing to allow for differential movement. Apply shingles up to the front edge of the chimney before any flashing, are installed. Apply *coat of ASTM D 41 asphalt primer if the chimney is constructed of masonry or metal to seal the surface and to provide good adhesion Ito all points where fleshing cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials. as base flashing between the chimney and the roof deck on all sides. Apply the base flashing to the low side of the: chimney first. Bend the bast flashing so that the lower section extends at least 4 - over the shingles and the upper section extends nt knit IT up the vertical face of the chimney. Work the Meshing firmly and smoothly into the joint between the shingles c chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney thee. The (lashing may be secured against chimney with one or two nails to hold it in place until the cement sets. the Raul Rodriguez 13 Z1913I R Product Control No.: 95- 0307.09 Bs :60 (nu) S6 .V0- TAN t tsb8E9S0£ fastening: Maximum Fire Classification: Class "C" Minimum Slope: 4 " :12" zb :t s6; 6t Nnr SH/STO --d 176. - 1 btb _. metal step hashing ibf the sides of the chimney, positioning the units in the same manner as hashing on a vertical sidewall. Cut, bend and apply the step flashing around the side of the chimney. Secure each flashing unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an E" bed or approved flashing cement. place the rear base flashing over the cricket and the high side of the chimney. Apply the high side base flashing by bringing the end shingles in each course up to the thicket and secure in a bed of approved flashing cement. Cap flashina,,s shall be instilled over all be fleshings. Set the mete! cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth of l SS inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down to overlap the base flashing. Use nne continuous piece of cap fleshing on the low side of the chimney. On the sites and high side of the chimney, use several pieces of similar -sited flashing. trimming each to fit the particular location of brick joint or siibsaate material. Start the side units at the lowest point and overlap at least 3 ;tithes. Chimney crickets shall be waterproofed in compliance with options published by the shingle manutbe ttirer. If crickets are fortne d from wood, or other minable matetrials a double layer underlayment shall be applied prior to waterproofing. Each shingle shall be nailed 14" to I" from the edge and I W' to 2" above the butt line of the next course with two hot - dipped. galvanized 4d nails. Fasteners shall be placed not more than IV from the side edge or tho shingle and not more than I" above the exposure line. In all casts, fasteners shall be long enough to penetrate through the sheathing's." or completely, whichever is less. Do not nail into oa above: factory- applied adhesives. Ensure no cutout or end joint is less than 2 inches front a trail in an underlying course. Start nailing froth the end nearest the shingle just laid and proceed across. Do not attempt to realign o shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Raul Rodriguc 14 Z T1 1 R Product Control No.: 95 3:60 li1H1) S6 ,ti0- •A @a bt;Gt78£90£ SyStem 8. Usuderleyment: Edge M etal: Product Control No.: 95- 0307.09 Underlsytnent should be applied in accordance with South Florida Building Code section 2303.5(f)(2): Two plies at ASTM D 226, Type 1 felt overlapped 19". or a single layer of ASTM Q 226 Type II felt overlapped 4` with minimum 12 ga. x 11/4" corrosion resistant 'roofing nails and minimum 32 ga. x 1'4" diameter tin caps spaced 12" ore. in the field and 6" ore. at the laps. Underlaymen% eltell be applied over solid sheathing the first 27W at the eave. Space sheathing and interlayment shall be used beyond the first 27K". Edge metal and installation shall be in compliance with the South Florida Building Code section 34082 Ind 34083: Minimum .021" (26 Ft.). 2" x 2" galvanized metal or other approved corrosion resistant material shall be nailed over top of the underlayment at 4" ox. with minimum 12 ga.. l W corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shell be fastened with non - ferrous nails_ At corners, the end iaps of adjoining edge metal shall be overlapped 7 ", notched and bent around the comer. Straight lengths of metal drip edge shall be overlapped not less than 3" (See Dade County Protocol PA 111(4.3.4. figure 2). Note: Alf interseetions, eaves, rakes, valleys, gable ends, and starter course shalt be set in as 8" wide strip of ASTM 13 4586 Bashing cement. Valleys: £b:ST S6, 61: Nflr SZ0i910 -d t'6L -1 bTb -d If the application includes a gambrel roof, a two -piece flashing shall be fabricated extending into the upper plane not hiss than 5" and shall extend down over the lower course not less than 4 ". The bottom metal section shall be hemmed W. Where break metal fleshings are required, the top portion of the flashing shall extend not less than 6 above the bottom course and shall overlap the lower course not less than 4 ". Valleys may be applied in open, closed or weaved fashion. Valley metal shall be in compliance with the South Florida Building Code suction 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing; or ASTM D 224 smooth roll roofing shall be installed over the underlayment at all close cut or woven valleys, centered in the valley. The roll roofing shall be nailed 6" o.c, with minimum 12 ga. x 114" roofing nails at each edge. Nails shall penetrate the sheathing or wood plank a minimum of or penetrate n 1" or greater thickness of lumber a minimum of 1". Endlaps shall be 12" and adhered with ASTM D 4586 flashing cement. In open valley npplications a minimum 16" wide. 26 ga. galvanized metal; or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley Ina 'tied of ASTM D 4586 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of t/S ". Fasten valley metal with minimum 12 ga. x 1 galvanized annular ring shank roofing nails 12" c.c. 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of /,." or penetrate a 1" or greater thickness of lumber a minimum or 1 ". Strip in the the Raul Rodriguez. 15 83131E1 is:60 (nRL) S6 ,b0- 'AdN btbSt'8£9S0£ St g6, 6T wnrsaverto-d Gentle! Limitations Product Control No.: 95-0307.09 1. Fire ratings ere determined by a combination of slope, deck type and assembly. Refer to fire test data listed in the testing file. Fire ratings shall be in compliance with sections 3401.5 and 3401.6 orthe Sotsth Florida Building Code. 2. Arty ameridenents to thesis provisions shall be in compliance with sections 203 and 204 of the Stands Florida Building Code. 1. Refer tri Chute Group Specifications for additional application insuuctions. 4. Any felt in edmpliatice with ASTM D 226 Type It and accepted lbr use in the South Florida Building 'Codes jurisdiction may be used as an underlayment. 5. Installation shall comply with section 3406 or the South Florid* Building Code. 6. Initial water runoff of both mw and fire treated cedar shingles and shakes can cause staining. 7. Shakes Used shall be minimum 01 grade clear heartwood. maximum 20% flat grain. S. Shingles shall be #1 grade clear hesutwood, 100% edge grain. Raul itacitigt/ 1 11 6):60 (11H1)26.)0 ttSt;13E9G2E C) r Y Sty t S T S61 6T Nf if SZ0i610 —d b6L-1 b t b —d Valley application detail for shakes and shingles ate wife tip 31) teh 10' pik Oilman Why WW1 eveibp r$1 1n1nlf In* metal b Wei es !vs a shkgle et Adis UN Min* ails to mod b Fists Open roil., width 4' to d' aspontlug an wet= volume 8313 I H [adult leis PPSV79£9S0E shake application over solid sheathing WA mit pi Asia •rsec xtr wr Gila and 1- vr1•rAyala �a lib hid Ittv Id aidi ma. 2r ha ha Shims >re' y' ap' Idle tv miade.ci 1.1/2' Flgia War lid. DH . 90 : S 1 S6 61 Nr f SZ0/OZI� -d tG : -1 nw t' A T L —J 1S Oa* own ash r age 30 fell 8313I8 .Sabi slealia9 OS : 60 0111) S6 .t0- kYW P0Sb8£9S0£ Shingle application over solid sheathing (1B" shingles) hid iris w shi gl.3/4" t. 1' ioai void 1 -1R'b nliw kohl. oT oest ton 1/4 W pier s; 1/reosin ATbmi aII toasos s1n.d iat alma laird; in s1iot. ot limos &Of 6eelsei 1- 1R" c.iniiwm fosci. robe beech 9V:5t S6+ 6t NI'1! SZ0 /IZ0 —d b6L - btib-� Stetri S- l/I'.e ani s %ebb srmin CO MO sb..tli.g 36' wide 1p■ 36 WI 83131E1 OS:64 (fnH1) S6 ,b0- 'AU M7078E9S0£ 0 • •• Shingle application over spaced sheathing (18" shingles) tQN pi5hW4I 1• he sir vii 1.vr r alio hare ri oil roe& 1/4" I, WOW sv. opium Arai, Nitta sling wtt thie kills L* wilitard wise should 6°110 1. vr minions Wai IWO& s-vr aft item ammo Wei Aid* Nei lap twin tic 90 i S6 • 6 I Nflr S�'�-d 062,:-.1. t7 • - eErn OS 60 (MU) S6 3/0- 'OW ttSt43E9S0£ 1. Extensions of Aceeptauce,msy be eonsiderad after a new applieetion hat beet fled sand the supputimg date. test reports rte older duet ten (10) years. have been re- evolooted. All report% of ro•tesiing shall bear the seal, signature and date of an engineer retristered in the State or floridly. Atiy rcviSion or change in the materials. use, or manufacture of the product or process Shall eutomoticell7 be cause fbr termination, nnles: prior approval is granted for revisions or than 3. Any tinsstiSfbctoty per(bnnonee of *it product oc Omen ors change in Code provisions shall be grounds for re- evalo*titn. 4. This aecepdntae shall pat be used as an endorsement of tiny product Ibr sales or advertising purposes. 3. The $btice of Attepianee number preceded by the wads Dade County. Florida, and rbllowed by the eipiration date may be di ptaycd in Advertising literature. if any portion of the Notice of Aeeeptance is displayed. then it shall be done in its entirety. 6. product approval drawings. where requited for parnit apptieationS. shall be provided to the applicant by the msantifacturcr or his ditaributora unless otherwise noted in the Notice of Acceptance. The print" need not be fe- scaled by an engineer. 7: Failure to comply with the Standard Condition' drill, be cause fbr termination of the Approval. This Product Control Approval snpereedes A pproval tt9a - 04 t 1.01. Lt' S t G6, 6T Nnr Si'0i00 —d O6L -1 17T17—..J + - ul Rodriguez Product Control Dirisit f Supervisor O : 60 (iUU) 56.00- 'AVI bbSP9£9S0£ Shake application over spaced sheathing. OA 2 mid pot 166 40gox ',rib iustitge tad 1-1/r 111 r 1164 Spade %bobs approx. w wont NW alma! mum minima* 14fr btu limir fa bid Ivo bp poi% oi comitar boa boll 13"Ol42ai tan: tobs SO wood sboolhig r wile typo 10 MI LV:S 6t Nnr szorpee-dWZ-11Tgr" H31318 Stood shoollas Hroo motet 69:60 (11H1)36,00 PPSPEE9613E Job Address: c ° E 2--W Contractor: Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this wood shingle or shake system assembl ? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ring shank, corrossion resistant nails)? no 4. The Wood Shingle or Shake System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3406 of the South Florida Building Code. Wood Shingles or Shakes (check one of the following): ❑ W ood � Wood Sh Shingle no Dimensions: Tip Manufacturer: Product Control Approval Number: Shingle or Shake Fasteners: Job Address: G ((o enx 91 STATE OF FLORIDA - COUNTY OF DADE I 95'o3o7, Check one of the following which apply to the proposed wood shingle or shake fasteners for use with this wood shingle or shake system assembly: Contractor: The undersigned certifies that the Wood Shingle or Shake System Assembly is in compliance with the plans, specifications, and details submitted by the architect. Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Contractor / Owner Signature Sworn to and subscribed before me this / /1h day of 195 My commission expires: VI le OFFICIAL NOTARY SEAL NINA M „ . EOD NOTARY PUBL1 COMMI MY COMMISSION EXP Pub 7YI �� C is da Wood Shingle or Shake Systems Page - 7 ❑ Other: Length: Type: Length: Process No. ❑ Minimum 12 ga. galvanized roofing nail: Note: All wood shingles or shakes shall be installed in compliance with the provisions set forth in the wood shingle or shake system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsection 3403.5(c) and Section 3406 of the South Florida Building Code. A minimum of one (1) fastener per shingle/shake is required. Shingle or shake fasteners shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of '/ whichever is less. Undcrlavment / Interlavment: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Check all of the following which apply to the proposed underlayment for use with the proposed shingle system assembly: IfYASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: Underlayment (continued): Wood Shingle or Shake Systems Page - 2 • I • Process No. O 19" overlap ❑ 6" overlap 6 4" O 19" overlap O 6" overlap ❑ 4" overlap Job Address: 123.01 -161 2. Documentation 0 '9'a' APPENDIX 'E' METRO- IDAIDE UNIFORM o ;:WILDING (PERMIT SECTION III WOOD I[NGILE AND SHAKE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed wood shingle or shake system assembly; confirm compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3406 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: Two (2) copies of the proposed wood shingle or shake system assembly's and associated roofing component's Product Control Approval(s). One (1) copy of the wood shingle or shake system assembly and/or roofing component(s) manufacturer's published application instructions and literature. t> All documents attached herein, filled out and completed in full. 3. Project information Check . ne of the followin:: New Construction ❑ Re -Roof Contractor: Note: Wood shingle or shake systems are not acceptable as recover applications. Note: Wood Shingle or Shake Systems Page - 1 Wood shingle or shake systems may be applied over solid or spaced sheathing, providing the wood shingle or shake system is applied as set forth in the Product Control Approval. Spaced sheathing shall not be an acceptable substrate if the roof pitch is 4 ":12" or less. Deck Type (check all of the following which apply): ❑ Nominal 'Y2" Plywood (for re -roof only) ❑ Nominal ' / Plywood Wood Plank 4 ❑ Other (fill in) ❑ ,Solid Sheathing I ' Spaced Sheathing, dimension:/ Roof Pitch (fill in): ":12" Note: Spaced sheathing shall not be an acceptable substrate at a pitch of 4 ":12" or less. Wood shingle systems shall not be installed at a pitch less than 3 ":12 ". Wood shake systems shall not be installed at a pitch less than 4 ":12 ". Circle 'yes' or 'no' for each of the following: Have you attached two copies of the wood shingle or shake system manufacturer's Product Control Approval for the proposed shingle system? Have you attached a copy of the wood shingle or shake system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed undcrlayment approved for use with this wood shingle or shake assembly? no no Process No. ) g",8-c.cF 11 Job Address '/° " e 9 Contractor: 01f) s OS-Pt S._ Process No. (1/.0-1,-i °toy . cy?-i2 Job Address: g, 4D , ne 9 0 ASTM #30 asphalt saturated felt with Manufacturer: BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: 7.9r Contractor: strips for intcrlaymcnt 0 Other Underlavment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: Limum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1' / tin cap;, Length: )" Manufacturer: O Other: Type: Length: Manufacturer: Spacing (per wood shingle/shake system assembly Product Control Approval): Field: Laps: " o.c. " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickne Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Wood Shingle or Shake Systems Page - 6 Wood Shingle or Shake Systems Page - 3 Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) Type: Manufacturer: 0 L Process No. Adhesives ck one of the following): old Adhesive: 114 Cement: Type: 2 5 Manufacturer: 4 # A/ 9 i ) i% ) "9 't Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. O Ridge: Type flit: Type L n dy ®.a r Size Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Size in' Note: The Shingle System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Shingle System Assembly only. Any change to the specified Shingle System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Job Address: L { 011 4 ,4?) Deck: �/ / Type: ✓� t Thickness: ki Undcrlaymcnt:' (Entire substrate or raw protection?) aymentt Fastener: Fastener: Ridge Venting: (If applicable ) 1 �1 1 1 1 .411 1 . 1 1 • 1 1 1 11 • • 11.. _ 11 . _�■ 1 1� 1 1 II �,' 411 Roof Slope 1 � �� 3 1 (not less than 3':12" for woo shinglu and nor /us than 4':17' for shako) 12" FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP SIIINGLE/SHAKE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SIIOWN ON TIIIS PAGE. ( Where Roofing Component not used in Shingle/ Shake Systcm Assembly, fill in with "N /A ". ) Shingle/Shake Fastener: Existing or Propose Soffit Venting: Shingle/Shake: 1. ) ,9 r 18" Interlaymq)t� St ip J 6 n '1Y7 15" or 18" Wood Shake or W Shingle Starter Coursc: Edge Metal or Gutter Fastener: Edge Metal or Gutter: 9 Job Address: q 0 2/Z DETAIL #1 Job Site Identification: Idge Height: feet Contractor:2O S' ( 044 , Wood Shingle or Shake Systems Page - 4 Contractor: Eave Height: O feet an Height feet BUILDING INFORMATION #1 Job Site Identification: Wood Shingle or Shake Systems Page - 5 Insert Building Ridge Height, Eavc Height and Roof Mean Height. Also inscrt applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At ITurricance Oceanline ?: Y Basic Wind Wind Speed at Building Location 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7 -88) Ground Level Process No. Process No. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /1 —11 —96 Job Address 9 /✓E 9S S/ Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant •r I K Cbc/S Contracting Co. 0/3E A1004- /to d=i, 9 drat (i ii ( '` S✓f/16y ee Qualifier 1Aaeed h. O 4EA/Ds,- State if OW CO /43 O (o Municipal # o o e oo 4 wr e/ Signature of owner and/o otary as to Owner . + . • • • • My Commission Ex ondo President esident FEES: PERMIT 60 • RADON /77;C Dat //‘ P. ate ices: CIA ' ARY S NOT SANDRA D OS�OUR COMMISSION O O C Q ,2 MYCOM MAR. 72199? Competency # Address Address Estimated Cost (value) / 90 a APPROVED: Zoning Mechanical Plumbing No Master Permit # L/ 0 6 1h Owner's Address 9 94' ^/ o 9r sr Phone 7SY — .T 13 2- Address 9 3Z.,i PAve.4 /JiG "fiLoitt 5 Sire F 3x/38 Phone 7r7 — A-4 / 2. Ins. Co. O N F /t- E Architect/Engineer tiff/- Bonding Company *- Mortgagor P /4. Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION )2E//vi EX/ST,AJ 01o00 SK /NtL E R /DGE Old MMd Z 5rdify DA/Ly 84 X1Neft FT) .TtiSr. a., Square Ft. (54 J/ N «/ A'7) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) 74DEXEA ,RES'ANJV AIIIP ii/.04F Ry G`A%KE Glib? /ll Fdc`TcRi/1K K Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work tame aric At A'J A CATHERP'42 A ' // Ij NOTARY PUBLIC 77 • 'tar ''Vg? TOCP. Fes 13,1 gnature of Contractor or Owner- Notary Not as to Contractor or Owner -B 1 er Date My Commission Expires: 2 C.C.F. I ° NOTARY Electrical BOND „RO0, TOTAL DU9 / • d 6 Engineering ruPIcuu&A c, UNIFORM ROOFING PERMIT APPLICATION Contractor's Name: Job Address: ' 'to to ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) y(Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering yt Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ,ef /A-CE Wood Shriveg / etclfe M,4I" .2 97 Ft. n Ft. X ' ogAtEf 5 Deck type: S�acFct sl�fj�►t N c` w p Fastener Type: ' Er A ATTACHMENT SPACING Field: Perimeter: Corner: DETAIL 1 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 ._- r r r r PROCESS No. ROOF PLAN UNIFORM ROOFING PERMIT APPLICATION PROCESS No. i Ridge Ve4Illation? t— J 4 - MEAN HEIGHT SLOPED SYSTEM DESCRIPTION Deck type: z Underlayrnent: Insulation: 12- ROOF SLOP/ D E T A I L 3 • Fastener type & epaeing:I /14 Cap Sheet: 1 pi Roof Coveri w oed sk","1 /4. Drtp edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 3 3 TILE CALCULATIONS (PmaxI: x X (Aerodynamic Multiplier): ) - Mg: — M ri : PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - Mg: = M 2 PCA: (Pntax3: X X ( .a;rodynamic Multiplier): ) - M = M Page -2 PCA: • the Building Code C conditions set fonh h e The Clarke Group Post Omte Box S IS Sumas. WA 98295 Your application far Metropolitan Dade completely describ et! laboratory. W The approval shall be right to secure a prod' product or =tidal re or suspend the use Or the right to require tes enacted alcting this The expense of such t PRODUCT NO. : ACCEPTANCE NO. EX Inn '.l TP:9T 96, 6E 100 THIS 15 TILE This application tor Compliance Departnte tit eonditions��s fbril APPROVEDAAR 1 arketing 95-0307.09 APA 7 ,5 19 1995 11611 PqR 1709 :11709:131 Ted ZStp METROPOLITAN DADE COUNTY, FLORIDA METRO-DAOE FI;AGLER BUILDING UU1LDING CObe COMPLIANCE DEPAATMENT SUITE 1603 METIlo.DADE FL 4GLEA OUILDING zn 140 WEST FLAG STREET MWNI. FLORIDA 331394$63 pas) 375.2901 FAX 30 371 2goo • roduct Approval under Cho aunty Code governing use of Alternate Materials and types of Construction and in the plans. specificatiotaa and calculations as submitted by Construction Research mock Hersey and Dyna tech Engineering, Inc, has bean•recommended for acceptance by mpliance Department to be used in Dude County, Florida under the specific and standard ein_ valid for a period of three years. The Building Code Compliance Department reserves the ct or material at any time for a jobsite or manufacturer plant for quality control testing. If t to perform in the approved manner, the Code Compliance uch product or material immediately. The Building Coda Com liiaance may revoke, modify of this Department reserves in 8 product or material should any amendments to the South Florida Building 'bode be raduct or material, tin will be incurred by the Manufacturer. Raul Rodriguez • Product Control Division Supervisor - PLEASE NOTE- t' OVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS. DUILDINC CODE COMMITTEE roduct Approval has been reviewed by the Metropolitan Dada County :Building Code u and approved by the Building Codc Committee to be uscd in Dade Cou Florida'under above. Charles Danger, P.e., Director Building Code Compliance Department Metropolitan Dade County 9NI.J008 8313It3 tt7 66 —s's4 Oa (nH1I S6 ,tiU '�� (inn a .DWG The Clarke Gran Marketing Post Office .box 51 Sumas. WA 9829 Category: Pre • ared Roofing luizzCatstganc W • • Shakes and Shingles ___ Nair - Stub- Tvpq,; C • ar Product Control Notice of Acceptance Roofing System Approval Contact: nfir r CCP thn4:'lar. System Description Product Control No.: 95- O)97,09 Approval Date: Expiration Date: MAR-1-4--+995 7 The Clarke: roup, located in Sumas, WA, is a marketing group for the following cedar shingles and Shakes: Cedar lus, Cedar Plus CCA, Green River, Scott Cedar, Black Hawk and Blue Mountain. MI products are fhb icated from Western Red Cedar. The Clarke rovp cedar shakes and shingles have been tested in compliance with South Florida Building Code requ rements for nail -on specifications. Mark Rutltdrte Post Off icc l3ox 515 Sumas, WA 98295 (604) 820-3362 Raul Rodriguez. 111:111 (flT4i 1 S6 .tin - ' 0/1111 hflfl '.1 Cedar Plus Wood, / 4" Plywoo : Class 'A' Class 'C' Wood, Space Shea CO' Raul Rodrigue 7 Froduct Control No.: 9S.4307.09 11101 cq11 170c1:93.1, 10:01 (f1H1)c6 ,t0 'AVW } • • .... - mss+- v•••u• •■ • ••V AV •■• Va\ L/fIIYICI4I01cp Y Y• f% ♦ did MVella 4 product njmgneiona Itsagzffigatkas Product_ ripkinn Cedar Plus Steak.': Various Fire retardant and preservative tapered or non - tapered cedar of random widths ranging from 4 inches to 14 inches in width_ Cedar.Plus Shing Various Fire retardant and Raul Rodrigu 3 preservative treated cedar, with both faces sawn, of random widths ranging from 3 to 14 inches and in lengths of 16. 18 and 24 inches. • Construction - . arch Laborer) Produgt 13d Cammort nails 6d common nails 4d common nails Valley Flashing 30 lb. Underlaym Edge F lashing Flashing Cement Reefing Neils PRODUCTS MANUFACTURED BY OTRER.S Dimensions Sararsai Min. 13 gauge, '/„° head Min. 14 K. gauge, ' /,_" head Min. 14leS gauge. 9 head Minimum 26 ga., various widths various Minimum 26 ga. N/A Min. 12 ga, 1'/+" head Test (iientifigg 5961A Test Reports PA 114, Appendix 'C PA 114, Appendix 'C PA 114, Appendix 'C ASTM A525 ASTM D 226 Type 11 ASTM A 525 ASTM D 4586 PA 110 Test Name/Rerinr� Wind Driven Rain Hot dip galvanized steel nails Hot dip galvanized steel nails Hot dip galvanized steel nails Galvanized steel valley flashing Asphalt saturated felt underlaytnent Preformed galvanized steel edge flashing. Trowel grade, cut back bitumen adhesive used to install, flashing. Asbestos free. Hot dip galvanized annular ring shank roofing nails. • ••••■• 1.40.: Y t1307.u9 ,Bali 11/9/93 Product Control No.: 954307.09 Pceduct I i generic generic generic generic generic generic Metro -Dade Approved generic Deck Type 2: Deck Deserlptlon: Nola: Volleys: System A. Underlaytnent: ''Edge Metal: 800 'd 80 :9T 96, . 6E 130 0611 £S8 609:9a1 TTd ESP Product Control No.: 95. 0307.09 Wood, Spaced Sheathing Minimum 1° x 4" sheathing boards placed in compliance with Metro-Dade Protocol PA `c. The first 2716 at the cave shall be solid sheathing. Underlayment should be applied in accordance with South Florida Building Code section 2303.5(0(2): Two plies of ASTM D 226, Type 1 felt overlapped 19 ", or a single layer of ASTM D 226 Type 1I felt overlapped 4" with minimum 12 ga.. x l' /a' corrosion resistant rooting nails and minimum 32 6a. x 04" diameter tin caps spaced 1 6.e. in the field and 6" o.c. at the laps. Underlayment shall be installed over solid sheathing the first 27W at cave. Edge metal and installation shall ba in compliance with . the South Florida Building Code section 3408.2 and 3408.3: Minimum .021" (26 ga.), 2" x 2" galvanized metal or other approved corrosion resistant material shall be nailed over top of the underlaymcnt at . 4" o.c. with minimum 12 ga., 1 W' corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall bc fastened with non - ferrous nails_ At corners, the end laps of adjoining edge metal shall be overlapped 7 ", notched and bent around the corner. Straight lengths of metal drip edge shall be overlapped not less than 3" (See Dade County Protocol PA 111 (4.3.4, figure 2). All intersections, eaves, rakes, valleys, gable ends, and starter course shall bc set in an 8" wide strip of ASTM D 4586 flashing cement. If the application includes ;i ' ssambrel roof, n two flashing shall be fabricated extending into the upper plane not less than 5" and shall extend down over the lower course not less than 4 ". The bottom metal section shall be hemmed W'. Where break metal fleshings are required, the top portion of the flashing shall extend not less than 6" above the bottom course and shall overlap the lower course not less than 4 "_ Valleys may be applied in open, closed or weaved fashion. Valley mete) shall be in compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing; or ASTM D 224 smooth roll roofing shall by installed over the undcrlaymcnt at all close cut or woven valleys, centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x t%5" roofing nails at cacti edge. Nails shall penetrate the sheathing or wood plank a minimum of '/ „” or penetrate a 1" or greater thickness of lumber a minimum of 1 ". Endlnps shall bc 12." and adhered with ASTM D 4586 flashing cement. In open valley applications a minimum 16" wide, 26 ga. galvanized metal; or other approved corrosion resistant material shall be installed, and may be rolled or preformed_ Set valley in a bed of ASTM D 4536 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of 1 /8 ". Fasten valley metal with minimum 12 ga. x 14" Raul ROdrigucz. 12 8t:60 (f1H1) S6 ,tie- ').VVL 9NI300e1 8313IS 172,66 - 229 -S02 Application: Chimneys: cnn '.1 (UT T ('CO bfn:'V t Product Control No.: 95- 0307.09 galvanized annular ring shank roofing nails 12" o.c. 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank o minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1". Strip in the the two exterior edges with flashing cement and approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM D 4586 flashing cement. Cedar Plus shingles shall be laid so that alternate courses do not align: Joints in adjacent courses shall be offset not less than 1 W'. Shingles shall have a maximum of 5'h" exposure. Note: Proper weather exposure is important In shingle applications and depends largely on roof slope. On roof slopes of 4 " :12" and greater, the standard exposures are 5" for 16" shingles, 5.5" for 18" shingles, and 7.5" for 24" shingles. See Table 34 of Section 3406.4 for maximum exposure allowable under the South Florida Building Code. Shingles shall be applied in straight, single courses. Shingles shall be doubled at all eaves, or starter shingles may be used. Butts of first course shingles shall project PA" beyond the cave line. When gutters or cave troughs are used, the projection can be reduced to i ". Joints in any one course shall be separated not lass than i W' from joints in adjacent courses, and joints in alternate courses shall not be in direct alignment. No shingles shall be less than 4" wide. Shingles shall project past gable ends 1 ". Space between shingles shall be no less than '''h" and no more than 3/8 ". All hips and ridges shall be covered with shingles having a uniform width ranging from 3" to 5 ". Hip and ridge shingles shall be attached with an altemate overlap and an exposure equal to that of all preceding courses of shingles. Premanufactured hip and ridge units are acceptable. All perimeter and valley shingles shall be set in on 8" bed of ASTM D 4586 mastic. Thickness shall be not more than 1/3 ". Chimneys shall be flashed with a two -piece base and cap flashing to allow tor differential movement. Apply shingles up to the front edge of the chimney before any fleshings are installed. Apply a coat of ASTM D 41 asphalt primer if the chimney is constructed of masonry or metal to seal the surface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal. or other approved corrosion resistant materials, as base flashing between the chimney rind the roof deck, on all sides. Apply the base flashing to the low side of the chimney 'first. Bend the base flashing so that the lower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face of the chimney. Work tltc flushing firmly and smoothly into the joint between the shingles and . chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney face. The flashing may be secured against the chimney with one or two nails to hold it in place until the cement sets. Use Raul Rodriguez 13 a :Art fnullCA b11 - tvtu Fastening_ Maximum Fire Classification: Class "C" Minimum Slope: 4 ":12" T /� 1 Product Control No,: 93- 0307.09 metal step flashing for the sides of the chimney, positioning the units in the same manner as Flashing on a vertical sidewalt. Cut, bend and apply the step flashing around the side of the chimney. Secure each flashing unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved flashing cement. Place the rear base flashing over the cricket and the high side of the chimney. Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement. Cup (lashings shall be installed over all base fleshings. Set the metal cap flashing into the brickwork or exterior siding material. it' brick. rake out the mortar joint to a depth of i'4 inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down•to overlap the base flashing. Use one continuous piece of cap flashing on the low side of the chimney. On the sides and high side of the chimney, use several pieces of similar -sized flashing, trimming each to fit the particular location of brick joint or substrate material. Start the side units at the lowest point and overlap at least 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle manufacturer. it crickets are formed from wood, or other nailable materials a double layer undcrlaymcnt shall be applied prior to waterproofing. Each shingle shall be nailed'/," to 1" from the edge and t'' W' to 2" above the butt line of the next course with two hot - dipped, galvanized 4d nails. Fasteners shall be placed dot more than Y." from the side edge of the shingle and not more than 1" above the exposure lint. In all cases, fasteners shall be long enough to penetrate through the sheathing %" or completely, whichever is less. Do not nail into or nbove factory- applied adhesives. Ensure no cutout or end joint is less than 2 inches from a nail in an underlying course. Start nailing from the end nearest the shingle just laid and proceed across. Do not attempt to re -align a shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. nett cca 1013:'1U1. Raul Rodriguez 14 is :60 (01111S6 ,tie - 111 0 t tn J 1. Fire ratings date listed iK of the South 2. Any amend South Florid 3. 4. Refer to CI Any felt in Building 5_ Installation 6. Initial wets 7. Shakes u Shingled sh determined by a combination of slope, deck type and assembly. Refer to fire test the testing tale. Fire ratings shall be in compliance with sections 3401.5 and 3401.6 iorida Building Code. ents to these provisions shall be in compliance with sections 203 and 204 of the Building Code. e Group specifications for additional Application instructions. ompliiancc with ASTM D 226 Type II and accepted for use in the South Florida cis jurisdiction may be used as an underlayment. all comply with section 3406 of the South Florida Building Code. noff of both mw and fire treated cedar shingles and shakes can cause staining. shall be minimum #1 grade clear heartwood, maximum 20% flat grain. It be #1 grade clear heartwood, 100% edge grain. nr i t (CA bnq:'11J, General Limitations Raul Rndriguci 18 Product Control No.: 9541307.09 611:60 MUM ,110- •) ea 1. Extensions o data, test 3. This All raglans o Florida. Any revision be for Any unsads Ebr ra- evalua 5. The Notice expiration displayed, th 6. Produu ap the manttfac not be re -se 7. Failure to c This Preduct Contr Acceptance may be considered alter a new application has been filed and the supporting cccp no older than tut (10) y eats, have been re- evaluated. re- testing shall bear the seal, sigTtature and duce of an engineer registered in the State or or change in the materials, use.> or manufacture of the product or process shall automatically ination, unless prior approval is granted for revisions or change. ctory performance of this product or process or a change in Code provisions shall be grounds ion. shall not bc used as an endorsement of any product for sales or advertising purposes. f Acceptance number preceded by the words Dada County. Florida, and followed by the e may be displayed in advertising literature. 11 any portion of the Notice or Accep n it shall bc done in its entirety. t by vat drawings, where required fo � , nated l in the Nothce of Aetcptance t Thc pnnts nerd rcr or his distributors unless otherwise ed by an engineer. 11 ply with the Standard Conditions shall be cause for termination of the Approval. l Approval superccdes Approval 494- 0411.01. ul Rodriguez Product Control Division Supervisor Date /./"' ' 6- R bJob Address 9 L I a 'Y) £ 95 Tax Folio Legal Description Owner/Lessee / Tenant P/`'4 fV /1/4 Phone ? S s 75 Address l._ a k.9 s 7 � A-4 84 • Phone 1 7 1 3 .. a' S Competency# Q i ? d Ins. Coal. P i hrp %o /1/ Address Address Address MECHANICA OOFIN AVING FENCE SIGN Owner's Address 9 Li O °y 9 547 Contracting Co. 80 � J !J y /5f o o T' vv Qualifier , h ! e. State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING PERMIT APPLICATION FO �C o 6 C1 Municipal # ,P0 Estimated Cost (value) c>7 J WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Square Ft. Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner otary as to Owner and/or Condo President Date My Commission Ex .'_ 0 ICIAL NOTARY SEAL NINA M MCLEOD NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC273978 MY COMM SSION EXP. APR. 4 1997 FEES: PERMIT 4/2-6 ondo President Dat RADON APPROVED: Zoning Building Mechanical Plumbing MIAMI SHORES VILLAGE Historically Designated: Yes No Master Permit # Signature of Contractor or Owner- Builder Electrical Date Notary as to Contractor or Owner- Buildei Date My Commission Expires: OF ICIAL NOTA NINA M MCLEOD NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC273978 MY COMMISSION FXP. APR &1997 C.C.F. ' / NOTARY TOTAL DUE c"/ d Engineering GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application, for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan. Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330.06 • ul Rodriguez Product Control Division EXPIRES: NOV 1 t1 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Coin lorida under the conditions set forth above. APPROVED: I 0 4 1995 METROPOLITAN DADE COUNTY, FLORIDA METnO -DARE r-LAGLEf BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO -DADE FLAGLER BUILDING 140 WEST FLAOLER STREET MIAMI, FLORIDA 33130.1503 (305) 375.2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 376-2!00 e1 les Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing T pe: Modified Bitumen Sub - Type, SBS, APP System Description Product Control No.: 95 0330.06 Approval Date: MAY O a 14 v Expiration Date: NOV 1 0 1 g 97 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from, GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Product Control No.: 95- 0330.06 9' Insulation Typea: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A 3 Product Control No 95- 0330.06 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or Other approved testing agency listing directory for Fire Classifications. Raul Rodriguez 72/t Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 sq. roll 87 lbs. ',% sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification Product Control No 95- 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min l _ u Raul Rodriguez Product GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS® 3' x 36' Mineral Surfaced 76 lb. roll Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3' x 180' 45 lb. roll 3' x 180' 40 ib. roll 3' x 108' 75 lb. roll 5, 55 gallons 5 gallons 1, 5 gallons Test Specification Product Control No.: 95- 0330.06 Product Description ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 Raul Rodriguez Product GAF Materials Corporation letblak Flashtite g Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners various various PA 110 GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 ' /a" PA 114 Polypropylene Plates 3" and 3 %" PA 114 Test Product Dimensionq Specification Description 1. 5, 53 gallons ASTM D 4586 Asphalt flashing cement. 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round gaivalume stress plates. Round polypropylene stress plates. 6 Raul Rodriguez Product Control No 9 Granules for surfacing of exposed asphalt, cold process or emulsion. Polyisocyanurate foam insulation. Product Hy Therm AP Pyrox White Line ACFoam I ACFoam II Hy -Tec TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various various various ACFoam Composite various various various various Hy -Tec 2 various PA 110 Hy -Therm AP various PA 110 Hy - Therm White various PA 110 Line Hy -Therm Pyrox »various Energy LOk various Thermax various TRI -STAR PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 7 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam Atlas Energy insulation Products Polyisocyanurate foam Atlas Energy insulation Products Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez Product Control No 95- 0330.06 Manufacturer Apache Products Co. Apache Products Co. Apache Products Co. Atlas Energy Products Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Product Dekfast Fasteners PA 114 4 14 Dekfast Hex Plate 2 7 8" x PA 114 31;4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners PA 114 #15 Dekfast Fasteners PA 114 #12 TPR Test Product Dimension Specification Description PA 114 [SO 95+ GW various PA 110 ISO 95+ GL various PA 110 ISO 95+ Composite ISO 95+ PA 110 Asphalt High Density Wood various PA 110 F iberboard Perlite Insulation various PA 110 Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks 8 Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Polyisocyanurate foam insulation Polyisocyanurate foam insulation PA 110 Polyisocyanurate / perlite Firestone ridged insulation Polyisocyanurate foam insulation ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive Wood fiber insulation board Perlite insulation board Product Control No 95- 0330.06 Manufacturer Construction Fasteners, Inc. Construction Fasteners. Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Firestone generic generic Product Dimensions Specification Description Red Rosin various Roofing Nails Minimum # PA 114 Tin Caps al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 12 Min. 32 ga. x 1 Type X Gypsum various Sturdi -Top Barrier Board Plus various various PA 110 PA 121 PA 114 3" square 3" round PA 114 Test Product PA 121 9 Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard PA 121 Aluminum roof coating Grundy Industries Asphalt emulsion PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks Insulation fastener PA 114 3" square galvalume AZ55 ITW Buildex stress plate Polyolefin plastic plate ASTM D 2824 Aluminum roof coating Roof coating PA 110 Polyisocyanurate foam / wood fiber insulation • Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer generic Georgia - Pacific Grundy Industries ITW Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. Product Test Dimensions Specification E'NRG'Y PSI - 25 various PA 110 E'NRG'Y-1 various PA 110 E'NRG'Y-2 Plus various PA 110 E'NRG'Y -1 Plus various PA 110 E'NRG'Y -2 various PA 110 Con -Tite (Fluted Nail) Olympic Standard 3" round PA 114 Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Fiberglas PA 114 3.25" round PA 114 PA 114 PA 114 various PA 110 10 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate Polypropylene plastic plate Insulation fastener Base sheet fastener and plate. Raul Rodriguez Product Control No Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic G2 Plate 3.5" round PA 114 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Olympic Olympic Polypropylene Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Fiber glass roof insulation Owens - Corning Fiberglas Corp. 95- 0330.06 Manufacturer NRG Barriers, Inc. NRG Barriers. Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Test Product Product Dimensions Specification Description Foamelas Board various PA 110 Multi -Max Thermaroof Composite HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 various PA 110 various Fes -Core various PA 110 Fesco Foam various PA 110 UltraGard Gold various PA 110 3" square 3" round PA 114 PA 110 Polyisocyanurate foam / Rmax, Inc. perlite composite insulation PA 114 Insulation fastener for use SFS /Stadler in steel and concrete decks PA 114 Insulation fastener for steel SFS /Stadler and wood decks PA 114 3" square galvalume AZ55 SFS /Stadler stress plate PA 114 PA 114 PA 114 11 Expanded glass insulation board. Polyisocyanurate foam insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer Pittsburgh Corning Rmax, Inc. Schuller International Inc. Schuller International Inc. Schuller International Inc. SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate Rawl Spike Rawlite Dimensions 3" round Rawlite 3" Plate 3" round Test Specification PA 114 PA 114 PA 114 PA 114 12 Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. 95- 0330.06 Test Agency Construction Research Laboratory, Inc_ Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 J.I. OT4A 1.AM J.I. 1 V7AO.AM J.I. 1V8A4.AM J.I. 1 R1A6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 2M0A4.AM J.I. 3X3A2.AM J.I.0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 81306 3600.02.95 Test Reports • 13 Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale Raul Rodriguez Product Control No 95- 0330.06 Date 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 Membrane Type: APP Deck Type 11: Wood, Insulated, New Construction Deck Description: ' °.';:" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Insulation Base or Top Layer Approved Type(s): ACFoam -1 Minimum: 1.2" x 3' x 4' N/A N/A N/A N/A ACFoam -II Minimum: 1'/4" x 4' x 4' N/A N/A N/A N/A Barrier Board Plus, E'NRG'Y -1 Plus, E'NRG'Y -2 Phas Minimum: 11/4" x 3' x 4' N/A GAFTEMP® Permalite Minimum: '/2" x 2' x 4' N/A GAFTEMP® Composite, ACFoam Composite Minimum: 1'/2" x 4' x 4' N/A Fiberglas Minimum: 15/16" x 4' x 4' N/A Minimum: '/2" x 4' x 4' Minimum: 1.3" x 4' x 4' N/A Fastener Fastening Fasteners Fastener Wit Detail No, Per Board Density N/A N/A N/A " N/A GAFTEMP® High Density Fiberboard, GAFTEMP® Fiberboard, Gypsum Board N/A N/A Hy -Therm AP, Pyrox, White Line, UltraGard Gold, GAFTEMP® Isotherm R Product Control No 95- 0330.06 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -52 psf Class 'A'; see General Limitation #2. 3:12; see General Limitation #3. Product Control No.: 95- 0330.06 I- 1 -1 -MG, I -1 -1 -MGFR, I -1 -1 -MGP, I- 1- 1- MGPFR, [- 1- 2- 20/MG, I- 1 -2 -20 /MGFR, I- 1- 2- 20/MGP, I- 1- 2- 20/MGPFR, 1 -1 -2- 20/30, 1- 2 -1 -MG, I -2 -1 -MGP, I- 2- 1- MGPFR, I -3 -1 -MGP, I -3 -1 -MGPFR 39 Raul Rodriguez Membrane Type: APP Deck Type 1: Wood, Non- insulated Deck Description: 19 / 72 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Maximum Design Pressure: Product Control No.: 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9" o.c. at the sidelap and two staggered rows 12" o.c. centered on the sheet. Ply 4 and Ply 6® applications require sheathing paper over wood decks before application of anchor sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4 or GAFGLAS® Ply 6® in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. 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. Surfacing: (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. 2. Karnak 97 or GAF Fibered Aluminum at 1.5 gal./sq. or GAF WeatherCoat Emulsion at 3 gal. /sq (for Torch Smooth applications only).. -60 psf; see System Limitation #3. Maximum Fire Classification: 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -TS, N- 1- 1 -TSC, N- 1 -1 -TG Raul Rodriguez (t)1(21)\ 40 Membrane Type: SBS Deck Type 1: Deck Description: System Type E: All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non-insulated or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No.: 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS Ply 6 ®, GAFGLAS® 475 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS ® .Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. -60 psf. Class 'A'; see General Limitation #2. 3:12; see General Limitation #3. N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP 41 42 Raul Rodriguez Product Control No 95- 0330.06 Wood Deck System Limitations: I. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psff. 4. See PA 117 for extrapolation of data for higher design pressures. Membrane Type: SBS Deck Type 1: Deck Description: System Type E: All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated 19 /, Z " or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No.: 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. f 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. -60 psf. Class 'A'; see General Limitation #2. 3:12; see General Limitation #3. N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP 41 Membrane Type: APP Deck Type 2I: Deck Description: System Type B: All General and System Limitations apply. Insulation Base or Top Laver ACFoam -I Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' ACFoam -II Minimum: 1' /4" x 4' x 4' Minimum: 13/4" x 4' x 4' Minimum: 1'/a x 4' x 4' Minimum: 13" x 4' x 4' Minimum: 1' /4" x 4' x 4' Minimum: 13/4" x 4' x 4' ACFoam Composite Minimum: 11/2" x 4' x 4' Minimum: 11/2" x 4' x 4' Minimum: 11/2" x 4' x 4' Minimum: 11/2" x 3' x 4' Minimum: 11/2" x 3' x 4' Minimum: 1' /2" x•3' x 4' Minimum: 11/2" x 3'x 4' E'NRG'Y -2, PSI -25 Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' • Steel. Insulated, New Construction 18 -22 ea. steel Base laver of insulation mechanically fastened, optional top layer adhered with approved asphalt. Fastener Insulfixx S/P Dekfast S Roofgrip S/P Gripdek S/P Olympic S GAFTITE® S Insulfixx S/P Dekfast S/P Roofgrip S/P Gripdek S/P Olympic S GAFTITE® S Insulfixx S/P Roofgrip S/P Gripdek S/P Insulfixx S/P Dekfast S/P .Roofgrip S/P Gripdek S/P Insulfixx S/P Dekfast S Fastening Detail No, [ [ [ [ [ [ 43 [ [ [3] [3] [3] [ [ [3] [3] Barrier Board Plus, E'NERG'Y-1 Plus, E'NRG'Y -2 Plus [ [ [ [ [ [ Raul Rodriguez Product Control No.: 95- 0330.06 Fasteners Per Board 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 6 6 6 6 Fastener Density 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft.2 Insulation Base or Top Layer \tinimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 2" x 3' x 4' Minimum: 2" x 3' x 4' Minimum: 2" x 3' x 4' Minimum: 2" x 3' x 4' Minimum: 2" x 3' x 4' Minimum; 2" x 3' x 4' Fiberglas Minimum: 15/16" x 4' x 4' Olympic S/P Minimum: 15/16" x 4' x 4' GAFTITE® S/P Gypsum Board Minimum: 'h" x 4' x 8' Minimum: 1/2" x 4' x 8' Minimum: 1/2" x 4' x 8' Minimum: 1/2" x 4' x 8' Minimum: ' /2" x 4' x 8' Minimum: '/2" x 4' x 8' y.Therm AP, Pyrox, Minimum: 1.3" x 4' x 4' Minimum: 1.3" x 4' x 4' Minimum: 1.3" x 4' x 4' Minimum: 1.3" x 4' x 4' Minimum: 1.3" x 4' x 4' Minimum: 1.3" x 4' x 4' ISO -95, Composite Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Fastener Roofgrip S/P Gripdek S/P Olympic S/P GAFTITE® S/P Insulfixx S/P . Dekfast S Roofgrip S/P Gripdek S/P Olympic S/P GAFTITE® S/P Insulfixx S Dekfast S Roofgrip S Gripdek S Olympic S GAFTITE® S White Line Insulfixx S/P Dekfast S/P Roofgrip S/P Gripdek S/P Olympic S/P GAFTITE® S/P Insulftxx S/P Dekfast S/P Roofgrip S/P Fastening Detail No [3] [3] [3] [3] [3] [3] [3] [3] [3] [3] [3] [3] (4] [4] [4] [4] [4] [4] [ [3] [ [3] [3] [ [ [ [ Raul Rodriguez Product Control No.: 95- 0330.06 Fasteners Per Board 6 6 6 6 3 3 3 3 3 3 6 6 16 16 16 16 16 16 8 8 8 8 8 8 6 6 6 Fastener Density 1:2 ft.' 1:2 ft.' 1:2 ft.' 1:2 ft.' 1:4 ft. 1:4 ft.' 1:4 ft.' 1:4 ft.' 1:4 ft.' 1:4 ft.' 1:2.67 ft. 1:2.67 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft.' 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft.2 Insulation Fastener Fastening Fasteners Fastener Base Layer Type Detail No Per Board Density Hy -Therm AP, Pyrox, White Line, UltraGard Gold Minimum: 1.3" x 4' x 4' N/A N/A ISO - 95, Composite Plus, ISO - 95 GL, GW Minimum: 1.4" x 3' x 4' N/A N/A Isotherm R Minimum: 1.3" x 3' x 4' N/A N/A GAFTEMP® Composite, GAFTEMP® Permalite Minimum: 1.5" x 4' x 4' N/A N/A N/A N/A Insulation Fastener Fastening Fasteners. Fastener Top Layer Type Detail No, Per Board Density Approved Type(s): GAFTEMP® Permalite Minimum: ' /z" x 2' x 4' N/A GAFTEMP® High Density Fiberboard, GAFTEMP® Fiberboard Minimum: ' /2" x 4' x 8' Base Sheet: Fastening: • Ply Sheet: N/A N/A N/A Note: All layers of insulation and base sheet shall be simultaneously attached. See base sheet below for fasteners and density. Refer to Dade County Protocol PA 117 for insulation attachment requirements. GAF requires a GAFTEMP® Permalite or wood fiber overlay board on all isocyanurate applications. One ply of GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fasten base sheet with approved fasteners at a 4" side lap 18" o.c. and two rows staggered in the center of the sheet 24" o.c.; see System Limitation #5. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, or a single ply of Ruberoid® 20 fully adhered in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. 161 Product Control No.: 95- 0330.06 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification Maximum Slope: Specification No.: One ply of Ruberoid® Mop Granule, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® 30, Ruberoid® 30 FR or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional) Install one of the following: Product Control No.: 95 0330.06 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.. -45 psf Class 'A'; see General Limitation #2. 1:12; see General Limitation #3. I -0 -2- 20/30, I- 0- 2- 20 /30FR, I- 0- 2- 20/MG, I- 0- 2- 20/MGFR, I- 0- 2- 20/MGPFR, I- 1 -1 -MG, I- 1- 1 -MGFR, I -1 -1 -MGP, I -1 -1- MGPFR, I -1 -2- 20/30, I- 1- 2- 20 /30FR, I- 1- 2- 20/MG, I -1 -1 -MGFR, I- 1- 2- 20/MGP, I- 1- 2- 20/MGPFR, I- 2 -1 -MG, I- 2- 1- MGPFR, I -3 -1 -MGP, I- 3- 1- MGPFR,1 -2 -1 -MGFR 162 Product Control No 95- 0330.06 Recover System Limitations: I. Insulation shall be bonded in a hot mopping of approved asphalt applied at a rate of not less than 30 lbs. /sq.. All insulation shall be bonded to a primed surface using ASTM D 41 asphalt primer. Primer shall be fully dry before application of asphalt. Do not prime base sheet if one is present '_. No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface. and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. No insulation panel shall be larger than 4' x 4' when bonded to the substrate in approved asphalt. 3. Existing roof surfaces used as a bonding substrate shall be tested for uplift resistance, in compliance with Dade County Protocol PA 124 to the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 23 of the South Florida Building Code. 4. The moisture content in an existing built -up roof shall be in compliance with Section 3401.10(j) of the South Florida Building Code. 5. Fasteners shall be tested for withdrawal resistance in compliance with Dade County Protocol PA 105 to confirm compliance with the wind load requirements set forth in Chapter 26 of the south Florida Building Code. 6. In no case shall the fastener requirments for recover be less than the requirements for the deck type in the new construction approvals. 7. GAF Materials Corporation requires tearoff of the existing roof over lightweight insulating concrete decks, except as determined on a job -to -job basis. 167 General Limitations: Product Control No 95- 0330.06 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other tire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any _Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida Build g C. se. Raul Rodriguez ALA 168 Product Control No 95- 0330.06 12. Flashines shall be installed according to the manufacturers standard details. and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. i 3: Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 1 .. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 'of the South Florida Building Code for maximum fire classification. 13. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. l6. 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 at an application rate of 25 lbs /sq. ± 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of n moot th 90 4b j., Raul Rodriguez / . v 169 ?1. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez Product Control No.: 95- 0330.06 dbftth I b r 201 (328 3368 ROOFING MATERIALS AND SYSTEMS DIRECTORY 1994 This of D ec e December contains 199Listings for p roduct categories covored. et oft Uae the Product Category Index at the beck of thlit Directory OFFICES AND TESTING FACILITIES 333 PIingsten Road Northbrook, Illinois 80082.2098 708/272-8900 . Telex No. 8902643343 FAX N6: (708) 272-8129 - r�tta.tiw:• 1865 8eott givd. . Bents vol. Conform* 96086 -4 19 4091985.2400 . Telex No. 470801. FAX No. (408) 298.3268 1285 Weft Whitman Road Malvin*. L.1., NG USA York 11747 516/271-6200 Telex No. 8862015 rAX No. (510) 271 -8269 do aa •� • 12, Laborat brive P.O. Box 13995 Retearch Triangle Park, North Caroline 27709.3995 USA 919/549.1 Telex No. 4937928 FAX No. (919) 549 -1842 Inopectlbn Centers ere to d e in 1960. cities in the United States Underwriters Laboratories Inc.® ISON.1 -65989 -626 -8 COPYRIGHT 1994 UNDERWRITERS LABORATORIES INC. 4 • 11 L. - - L c. L. 1Y . a u,. v . . u . ....... .._ u ........,. . . 112 .., . 110w • •. ... .. IRIAls RPmT) .... • ROOFING SYSTEMS (TOFU1•Conflrtued Cwt A- 411ia Immo.. I 1. beefs NC �/ 1I0l 11 IsV (httiniss loose 1110 a t !Waned. M 1A111tm 0241 M 1 llt. .Mbrtne otld 1n i bslllted systere. MdrllbnMC Any W �(./Ilhed er lwfiaiMl (th« Iloltem 11•ne, CII A-$ **t I &C. 1000 Ina ne 1/2 t' i bM�t�i r M One or m .fSd 114 era Hyatt Partite, . sr. Ilan 11ba. IrooYenur /ts. uro mom, ad e/Noer/rWreu eempopNe, u /u•athena composite. woad (lp.r/i/oeVenurlb pompon.. phen00p. any Ihfoknen. 9444 $MI* (Optima* One at . Wert ert 01 Type 01, 02 or 02. IlacdetMa OM a reap tayiI o1"Auwret Ta "R .d Mop a 0qrnaail or nuli+ " bsrrotld TTotes nevi Wamdsl. "ilu� . eto µpp' h 0e .m14 M In 6 11064 cO11 er hot o' (eta 1lphlh. tut /eons awfm. 400 most teosI ase *I iold or ept>w EE Maine: 1/3 :: 2. o...2.1 N Ono se mere Idyert of Tarte G1. 4 3 1 or 63. MM wonel Ono oe 01 'Y1u0M - ,1000.010 Old Torah" ls,nooth or granule,. uberold larch Plus' l 'IW Marb One o OaaW IIW M00 ' l T *10OI1 Or pr1«..re) or "Run/mold Moo Moo (Orenulel. Coat C I4 srnsk . /7. 1.1 12 - 3 IWw* InasOnOr 1/1 H • One OM N m fM ere I/ PNMN. wood fleer, eMls ((her. MY cturssl• 3. Dodo tnar1 hs * 4Qp 0 Of melt ie On of Type 01, 62 02. N N i 0MI WO or a I t t W 'Tlue Taal" Omani or yrstwI•I. "Iluberold ten, "K,N Me M w* n h a erane%) Of • 'puoe.eld Mug Plus" (ortnule). PM". 11 • ee� M Ida 17. 1.1/2 - $ 1M/se. Ina1IMt 1/i t, Mole ed O t1/1! ti j i l e a IRV Iso.y*wtate. urethane, MrlIte/IsoCyprxrnl 1ROerapOolt6. / s pa � pMOgli. %•t /2 M. We tnlnknges (OIIMt tram plywood 1.lMl 1 M+ of 0! a Oi Rene M (p 6 Or One or news laYps el Type 01. Mothbranta One a moll bye/ et "ly Taros" Ornaeo. err prleurel. ^nuosrOld Torts Mee" (Ira ultg. "IMrbplot0 11op" Wheot% of grenutil 01 '%/1/010 Mop PIv1 lorelwle1 $wteel tans* Me. 17. 1.1/2 - $ IN/•e• Wirt*: 1/2 1. MM 1M dlA11 A0mOt(netsWainelType01,G2a02. Merslase r oaf of ewe Mae M "Rus0eld Teroh" aelo0A1 Of grteuM. "Itueerold Taa SwhMMN (00110066 KMMk 14o. /7 161 n 1211t/e0 at Onvtdy it "20 r ImuHl.n Me trinviit aK i es IRCIea 1/2 /. belt. 01 � Of save ti*$ 14111.1taaa RbIf. 2/4 M. min. teotfinoletl. WIlthene. WOW . beeyInunWW t orll(fosMI. ps$M uretMM 11r1001414. pPhen0lh`. 1.1/2 M. ref. Wee. Sheet (Opts Oat or helm Myers at Type 01, 62 or 02. IIIAlfenk One st more fryers of "Raber091 Torah" (smooth 01 granule). "njWrWd Toot M.4' (4 "Id11. "14013401 1.4ep" (Imaath Or preemie) Or "Auberold Atop Mu/ krentsel. Wish* anvil. Dads Incline: 1/2 7. �>< OM 11_ mete 1111f1 p41134. weed Ito/.. glace fiber. M /CYlnareq. era Oast Iempe4RS. p�tI /urefheat COmpodU. weed t,ber /hooy0Urer tee 01644410.1101 044 *Will frlli �# ' 0 ! Sheet �! p M N if ' T j ! ` 1iTnbdlM e1 liirliL 0utiisold fail �,fp NO Pie 14241111/2 M. 1.4/2a$114 i IRStWai. • 4( ; tiall9hOt 1/2 1. 1 19012 gMAM /4 2.2. Iota 1 irwNti. u 4thin1. wow 10901i0194 61 Of 11‘404 tiYlii 1fiSt IL kook 1.1/4 IA. Min. L 1 1 a !•�� 7f4$1.44., 1e•6M IO � k( 1 t4 i rin.1!�. AYl1I et user? § PIO 14fOn.K. Y I r 1i t IOW IIfIt 111191141 p!`"a(Mt *1 1. IIMN". hst et M In McOS.. . 011 k I111fi of ttli 61 My 4 ". hot RIOppoo in OM. 121atiproa62 **veld MO fr Serie** 00414 (Let fMlind AAPPlaorlt )did^/ M 14/: Sww or GAP Wptlwf C. q S OWN 101111M: to ter roi sine M MO 4 1 1tew not., 3/4 M1. fiwa k .ewer. we IIew�•r ne een11resite, phenOMa 1.1/2 In. teen MM Mete One et N IWO. el T O2 "11A/otA1 171 11•10 1114.1 / t rwerp et w Pit thee* p j bIN M mod if Typ1 lit "OAF0u/ MY e"... - 0A1aua fh r orovacket M 1 Teta ER W.p0 HIMMI� fe.1 �} R 4" /old *4.I le ore Coaled $ 1.1/2 go a 0141 " Get i Mef' fa�•e• 100K FOR MARK ON PRODUCT `, JUN '=16 -86 18.22 FROM. GAF MC - - TECH.SERV. ID. 201 828 3368 224 _ ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Cont/nued 11. Dash: NC leans: 2 r..., "rolvtsn" a.''rdy1td tp.dist with •1 261' or "Polyfo.m 30.. I in Moo Cat: "Osetnla 111000" •''Wiwi et 1 gal/so I10 dry mils) Iurf.eine: ' •Uaonlb. 0.5000" •0011•41 se 1 0111/se 110 dev moil • 0. t: fi wt t:,.i. •..o:�i l.tiaa p11. f.::>•;lt•:ti. .:. t • OAF BUILDING MATERIALS CORP, WAYNE NJ 07470 R1300 (NI AIPNALT TILT IYITIMI WITN HOT 1100PIN0 A6►HAI1 1,04 02 'splints otam mat boas sheer r•GArOLA$ Sit taw Sheen .5 • suitably gloomily Po Type 01 alphall alms IIOI' ply sheet t'OArOLA$ ►q a" 0. ' Pty 6 °► in ton cis., A. 1 art tool systems Indlcawd brow. r . root desk .,a lost be covered v+r• a Type 01 asphalt Ottta mat bale 'hoot "OAFCLAS but Invent Wnt•PIy) Worsted' co "OAPOl.AI Iuatevenl (,nI.►iy► for neilabl. 'lotto Perforated 50 M mopped uM nadabls to b mlChtnk$ay aw•0Md gr'nuls c:ds darn,. IA: As an option T pe 02 Haw toms nut 1106* Shut f LAS A f 6 Rasa Sheol' Or " OArGLA Sh iley's (Vont PM) fut nNlobla beta') may be subitutad toe 01 esphall gloat law ply shoot r'OAPOI At fly 1" Of "OAFALAt Ply slat els palled base eh id the following tyalemi. tics nth ply or 6.50 *Mat man be solid m*Ppsd, spat m0p064 er m.chanicstly lettan.d. Unlade Otherwise indk.t.d. all UW4twns may b. het moppot or meohl•ollltt fastened "nArOLAI meting' w °Mbe'0M mey be us.d 105 llassuna in any of Is Clan A. 1! Or C 1ya• lame listed below. Wl,gn "pirgit` Is role,e.NA. this Wavelet 'OAFTIk1P Parllti' Oe dry elhu LIL Classified psdits Insulation Cn.ah.d sane M *Iota are •uHable sttten.tee for *ravel k, any of the Class A. 1 Of C oyster Ilst 1A tlrwt +rot dt+nant Rber b/tOktt snits .5. .en old suitable to be inetu0an es . dui In the loge liming CUM A. 1 er C MNmt listed over C•11 /32 N NC. Thd w* al gypsum hoard ender any of ton forewing Claw A.11 ale C systems dogs not adv. a.fy effect this feting iha Ina of 1/2 Rt. Min gypsum booed it en accsptabls elternillI let Insulation over C 15/32 d*441. TM rat N polyetytaM Insslstion booed betw*M Mm 2/1 M. pa.11le 11010d end deck with rosin po poi toono/td.in plp0 /00lystyt.ne /path's' N t Ignoble alternate t05 I1oCy.nurate board le the lot• l.wln1 CUs. A. 1 et C t yt�ema lentsr h m R m*y M a.Ladtutsd km 011 Noeyanural• Insulation to any of Ih. following Cieaaihc. Ilona. MASI{ A.1 end C. 11et rOOBM •sflalt. let use wNh awls sad gI. ANtt Or modlfi.d biturnun m *meusnaa. 1. Dm*: C.111/21 inc$n1 3 duulMtten 1010110 Oee et mere t'y'ro Perm. waled fiber. 'lest hbdr, Isoeyenurlte. wee- Mond. 11MI6e/I400yanura• 0onge.M, pSAl./ursthan. 00 weed fiber /ISOeNnu'ste &goys*'.. phMpli*. Ply thickness. P51 ih•t 1IMa Or Mon l.y.es Type 01 "OAFGLAI Ply 1 - or "GArGLAS Fly t". hot mopped. Iurf.dn GtML IntAnt Z Dnsk: C•1I/12 ,f(t., w , o ,l frbM. /teat Iib.r, Isetvanurete. Into Insulation (Optldn.0 One /Iv."... H Ion., idile/at0/Mwnu 0 11000001011. pM /uralhane 46m651114. wood IibarA'uoy/nwete ceasps� b,phs node. any edekneea. Ply /Met TficHist Mat* leye1t Type 01 "OAFGI S Ply 1- 6s . My 6 ". Cap golly'' ONS kty*r Tyde 03 "0A74LA1 Miami 5 iiHW Cip 01.11 ". 2. 0.eit, NC owns 2 101144101 10e11dtallt OM M ants Iayha W.ute, wend Aber. slang fiber. laocyanunte. err lh005. perlha/keelteue11e cS.nPNde. ON0la /1lnmane tenposite. wood 2 b..Atocysnu'•t. Otmp•tlN. h.n0'iI. 2 It► man. 'to Ply Sheet tat et route Isy.n Typs 01 'OAFOLA3 fly /' a "GAHjLA* ray V. Cop 111.15 One tayN Type 05 CAPOLAI YIM'M Swfa41d Cep Shaer 4. (look: NC tneltnt 1/Z (neuletdere Oni If two lov s "I.Othan'i1 R', l le. Irma. het Owned. My Shot Any UL C50s.M.d 5 mM brfeetd CIMi A a.phsh Masi WO .u1 system. • Oepk: 166 0p 'Man paper n INd to d.ckM+dltNe 1 Bole 1110 Ons 1.t Ty Q posy P51 IOWA Odd COMM e lulu 01 T GI GAPGLAS P4y 4 or OA ► y 1 . Cep /1r shoo: 0* a t ? I'*n 2. Mime ' Cop glover fie•*' O• War e typo OJ "OAFGULI S. oak: NC M..e 4tn66 OM teyst N Typti 01 'OMOLA1 * Sale thdr' My 111141 6kM. left's Pt Tyyppoa 01 GLA6 Phi 4" or 0AFGLAI PN N t Cop eat ONE levet M Type 0� "OAFGLAS Mln*rd Surfaced Sheet" Incline: 7. Oak; G1I /31 ttt*eliti.ru One Sir pats 1441116 41611 MON. 116cyanintiti N6t unsocy/ner.t• beritoF idly.. Itantp•sltO. 00•14. 1A la. min (d04at 15065 (drooped feints t Ina. ..e IINet Or mere Isms. of Tarp* G1, 02 M 411 YMI. "Robert/Id Toren Mar users Byer' el "IM'bueW Tads" 141144411 141144411 M I fM i W 36465 1.' *.b.ro ep" ld IA Iwo* a Iralda) tF - Rvbtiroid lisp Mu. • tss.nulal CCee �C•s-'I� �rr � MIANd neee4 Cep BMW, 11OI tl •+0p= .d• 4. Peokk 1 � Mt� t1 (0 « tt,s 1i 1 pNt11 ISM teteouslie. Wood Ir *iMecyrsnussts WM. fe eiM �� 0.111000 beythletn..t Mood TM a rases *we el TOO 42 Ile 03: Ply 511141 100oeelk One to Mon tarn of Tye. 0I. rt1 M.iUWWII M Oro Or mat. UN 01 'Rubrd Ton _ 5sm0401 a granuMt. "Rubvol0 torch Plot' (granlf$N. "R•berold Mop` Ilhito0tk a. /r.6Ae) a "ReWeld Mop Plus' (gunuIel LOOK FOR MARK ON PRODUCT ailimussimaiingsas 1 min PAGE 1 • Nf 1 4 11111101114‘416:11.4 ISZEITEik OAP BURRING KATFRULS CORPORATION compressive strength of 16 pounds per square inch (Test Method ASTM D -1621 or C -165) and includes i$ocyanurates, perlite, and fiberboard products. The above base sheet/insulation attachment system utilized with RUBEROID" TORCH (smooth and granule - surfaced) has been tested at FM and has passed FM Class 1 -60 requirements when installed over steel decks, concrete decks, minimum' /. inch FR plywood decks, and minimum 2 inch wood plank FR decks. (Reference FM J.I. 002A0.A.M.) V Nailing of Base Sheet All nailing must be done through flat metal caps or acceptable nails with 1 inch square or round metal caps. The proper nail or fastener must be selected in accordance with the recommendations of the deck manufacturer or as recommended for specific type decks in this catalog. The fastener used must have a minimum withdrawal strength of 40 pounds. - Some buckling of the base sheet may occur during its installation, if it is not permitted to relax sufficiently. The base sheet must oe unrolled and allowed to relax before fastening. It is suggested that the base sheet be stretched just prior to nailing. This is usually accomplished by a shuffling motion of the feet of the mechanic installing the sheet just ahead of nailing. Nail along the side lap of the base ply at the intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at intervals not to exceed 18 inches in each row with each row 12 inches in from the edges of the sheet. This is not and FM approved fastening pattern. For FM approved fastening patterns over lightwieght concrete decks refer to the current FM Approval Guide. Installation of GAFGLAS® Ply Felts For RUBEROID PLUS installations to be guaranteed for period of up to 20 years, a base of up to three plies of GAFGLAS Ply felts is speci- fied. The laying of GAFGLAS Ply felts shall commence at the low .points of the roof. Application will not be accepted if at any point the flow of water is against the laps. Application of plies normally proceeds shingle fashion, lapping each sheet over the preceding sheet 27'/: inches, 24 3 /. inches or 19 inches depending on the number of plies. • • GAFGLAS Ply Felts should be allowed to unroll evenly without constant correction, or fishmouths and buckles may develop such irregularities should be immediately cut out and repaired before pro- • ceeding. If the roll starts to run off, it should be cut off and restarted. The headlap should be nominally 2 inches, at no point should the headlap be less than 1 inch. All rolls should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Application Considerations Brooming should be done from the upmopped side of the roll rather than walking directly behind the roll. Dragging of the broom is suggested rather than pushing. Excessive traffic and equipment should also be kept off the completed plies until the asphalt has set in order to avoid the displacement of the asphalt. Cut off all felts a nominal 2 inches above the top of the cant at wall and vertical surfaces. Specific Recommendations for Torch Applications Membrane Installation Starting at the low point of the roof surface, set the roll in the course to be followed and unroll half the roll where practical. Position the membrane to provide a minimum of 3 inch side laps and a 6 inch end lap. Using the propane torch, apply the flame to the surface of the coiled portion of the roll until the surface reaches the proper applica- tion temperature (approximately 350 F). The side lap and end lap areas of the previously applied sheet must also be heated to provide proper adhesion. The plastic film must be melted off the selvage edge of granule surfaced products. The flame should be moved from side to side and up the side lap area of the previously applied sheet. Unroll the membrane while pressing onto the underlying surface. As the surface of the roll is heated, it will develop a sheen and the t exture- backed products will lose their sharp definition. The genera- tion of heavy smoke is an indication that the surface is being over- heated. When this half of the roll is secure, reroll the other half of the roll and heat weld in place in the same manner. A minimum of inch flow out of modified bitumen compound is required at all seams. Field seams should not be troweled, Vertical flashing seams may be troweled when desired for appearance. At the 6 inch minimum end laps, sufficient heat must be applied to the granule surfaced. RUBEROID Membranes to cause the granules to sink into the top surface coating to assure a receptive surface for bonding to the overlapping next roll of RUBEROID Membrane. Occasionally, a roll of RUBERIOD Membrane will contain a splice that was fabricated as part of the manufacturing process. These splices are marked. Cut out all splices, and treat as an end lap area. Note: Torch applied RUBEROID Membranes must not be installed with asphalt nor should they be used in conjunction with roofing cements. Surface Coatings Coatings or gravel surfacing are required for smooth surfaced torch applied RUBEROID Membrane installations to be guaranteed for 12, 15, or 20 years. Apply GAF WEATHER COAT Emulsion, GAF Fibered Aluminum Roof Coating, or other GAF approved coating within 1 - 4 weeks. (Refer to "Surfacing," page 11.) Reapplication of surfacing should be employed as part of a periodic mairttenance program. The frequency may vary depending on climatic conditions. Specific Recommendations for Mop Applications 'Membrane Installation Starting at the low point of the roof, fully embed the mop applied RUBEROID Membrane in a 25 pounds per 100 square feet (plus or minus 20 %) continuous coating of GAF Steep Asphalt, ASTM Type III or IV. At the point of application, the asphalt must be a minimum of 400' F (with a target temperature of 425 F) or 20' F above the EVT, whichever is higher. The RUBEROID Membrane must be positioned to provide minimum 4 inch side laps and minimum 6 inch end laps. To insure sound lap sealing, additional pressure to these areas is suggested. This can be done by using a roller or continually stepping the seams. A minimum of inch flow out of asphalt past the edge of the seam is requireo. Unlike torch applied RUBEROID Membranes, mop applied RUBEROID Membranes may be used in conjunction with roofing A7-/“c - 9 /u Job Address: �O 1-\ 6 g s Contractor Q , M T( Process No. APPENDIX °E' 12a01 -166 9/94 Base Sheet: Fasteners: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS • GENERAL: Type of Roof System Assembly to be Applied: D d ' ((� cv kow ki d .€ i' rooJ p Manufacturer of Roof System Assembly: T" Product Control Approval Number: ? S : O? 30 0 System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval, and the Manufacturer's System Guide Specification.) ( Note: If a minimum roof system is to be applied, describe all components withiif the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved.) Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ). Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 O Job Address 1 1 Z ?SA Contractor Rot C pr$ Process No. ( Check one of the following) Recover Re -roof: New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Proposed Fastener: (Attach withdrawal resistance test report. ) THE SYSTEM: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: (Type and method of attachment ) Iv N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If yes', attach ASTM E907 test report. ) Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: \ v a a° /Irk r' = J S Ff3 4S'— L CAP l C 460 A 77 f nr4 Ply Sheet(s): (Type and method of attachment) Built -Up Applications and Modified Bitumen Systems Page-2 1.9 Tyio-eit i L-7- "AgolohyS &L' Job Address: 9 co Contractor 1 NI/ Process No. Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) ieu, PA' o► ti 19 0 U. A --e Copp rr axx3 CG.; o rJ Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: O `j2 51 Contractor inches _ inches 1 inches Surfacing: (ieply cable) ((applicable Bonding Material: —. Bonding Material: (if top insulation layer bonded) Fastener: (ifinsulation mech. attached) Insulation: Bonding Material: (tfinsulation bonded) / Vapor Retarder. `� (ilappscab/e) Primer. (if apphcabte) Built -Up Applications and Modified Bitumen Systems Page-4 Process No. FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Fastener: (if lop insulation layer mech. attached) Top Insulation Layer: (if applicable) XXXXXXXXXXXXC Top Ply: onding Material: i Ply Sheet(s): 461 — 0 0 4 Fastener: / Q 99 4 (if bare sheet mech. ached) Base Sheet: Bonding Material: (ifbate three bonded) DECK: Type: Gage or Thic Density, ifconcrete deck: Job Address:9 4 ° £ 9S Contractor F O r ; )„ qs Process No. PERIMETER DETAIL #1: Parapet Wall Detail Gage: '4- Fastener L / • r Spacing: o� Clip Type: Clip Gage: Deck Type: / , - 1co- Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address ° `1E QS2 Contractor eof7C / Ar Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gravel Stop/Drip Edge Gage; V Fastener � '/ Spacing: / o.c. Clip Type: Clip Gage: � Deck Type: 1 Tv 1 0 , Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: PERIMETER DETAIL #4: Gutter Detail ]built -Up Applications and Modified ]Bitumen Systems Page -6 Job Address: M° £ 9 Ste' Contractor dr,0P1 Ail Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment f lea s': y1✓ Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A" ) Also insert applicable information pertaining to the building below. (See ASCE7 -88 Fact Sheet Attached ) Exposure Category: �4 Classification Category: At Hurricane Oceanline ?: Y Basic Wind Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet / t feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page-8 Job Address: � 4 1.- 9,$Jd" Contractor Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled " which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) cy - o P CPffsa/ R.14, C Q 7c -4,g 45 c_ k G f L y Flex-elA BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address i- / ° ' 9 S'9 Contractor Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Built -Up Applications and Modified Bitumen Systems Page -10 Process No. Y N Reviewed Field Test Data ?: Notes: Job Address: q 4 71 £9.5„?. ' Contractor � Process No. Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner CONTRACTOR . Name ,4 &// / ?o�i� /4 Cj / License No. 66 cof , 7/9 , i Address �/- !v• ` f M i ve..... 42;Am; r2 33 /36 Telephone /3 os) y� 32 Ii.//64 Fax /30 X324 - '02z Qualifier Name , ej ri 8 PROPERTY OWNER New Construction Name �Rr/'/ l / f'e a LiA( J aid( Address / /zi41 SAIare-.S /Z 33/35 Home Telephone ( -/ ) ,S L/ -- 62 /.S` Business Telephone Repair Fax ` 3GS 1 7,.V) — S'V Alteration Interior TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Job Address: Address Lot Block Subdivision PB PG Current Use of Property RoSili/ep4G.1 Proposed Use of Property I Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name Fax • � DOo , -=D ( • • •• - � Subsidiary Permit,�jo.� ; • . •' • • • • /a � • • ••• Master Permit N8. •• • • • •s. • • • • • • . •. • . • • PERMTt AI 'LIGATION • ••. 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 qualffier., nisi beao&arized. Please print or type to allow for a more accurate processing of your application. If roofing work wyllt (tnt, a. ro$fi'ipp+icationiqust be submit- ted 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 61110 N Smart F L 1-32 Apt. City State Zip Folio Number Description of Work V tCe l T • Zoning j Linear Feet Square Feet '3 Units Floors Value of Work !! ( 1 / O • °a Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Bldg Value ENGINEER License No. Address Name Telephone Fax Page 2 • • 0 • e • 000 0 •• • ••e ° • o ® ° o ® 0 000 0 • • •• 0 • • • •• •• IMPORTANT NO5'ICES DO N&T B£GfN AN1'•1LORKC WITIT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the rirtlo 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 condui tad on weekends or holidays. 2. All cons t. ition ,gl'demoltioti'Areastv1{1ST krE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND PUbU'ERRTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES1VIUST Par:TECTEDRIA1 BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required ford*)rIP Mar tear 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 FLORIDA, COUNTY OF MIAMI -DADE of Owner Si SEAL: o Notary Public - State of Florida v cr Lihana M Rodriguez 4 $ J My Commission D0143818 O de Expires August 21, 2008 Personally known OR, Produced Identification of Identification Produced: * I7) r ( v S i l CQx)-(2- • PERMIT APPLICATION Pnnt Name Print Name �' l �� Sworn nd subscribed before me this Oq � day of , SSworn c( to and subscribed before me this c� day of • �3C7r�i Signature of Notary Public - State of Florida " Lilian M Rodriguez SEAL: ; MY Commission D0143818 • %foe Expires August 21, 2008 Personally known V OR, Produced Identification Type of Identification Produced: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /5/2002 Applicant: BARRY Owner: KULICK JOB ADDRESS: 940 NE 95 Contractor ANGELL ROOFING Local Phone: 305 - 324 -1166 Parcel # 1132050070121 Fees: FEE2002 -6951 FEE2002 -6952 FEE2002 -6953 Description Building Fee Buildier's Bond CCF Total Fees: Amount $285.00 $300.00 $24.00 $609.00 Total Fees: $609.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: Work: ROOF REPLACEMENT If there is no permit packag fee is $50.00, which must be This Permit is granted to the contrac ordinances pertaining thereto and with and approved by the proper municipal authorization. A further condition upon ordinances and regulations pertaining t by his agents, servants or employees. Signed: In consideration of the issua e to m with the plans, dra 'ngs, sta myself, my agent a ants V r. Signed: Building Permit Permit Number: BP2002 -2101 Legal Description: 5-6 53 42 .549 AC PL OF GOVT LOT 4 PB 5 -90 BEG 100FTE OF NW COR LOT F 6/3/2003 ACH Rlr063100277 KULICK BARRY ST Contractor's Address: 918 NW 7TH AVE Construction Value: enhanced document. See back Jor details.© ANGELL ROOFING 305 - 324-1166 918 N.W. 7TH AVE. MIAMI, FL 33136 -3110 TO THE ORDER OF / ��. lc 3C,Jes PAY A . _ tne 1 ; : tre Bank ofAmerica, Page 1 of 1 FOR us009 2 Si i• 1:06 300004 ?u: 00 L 596 LOS L L011' DATE - 9254 63 -4/630 FL 1317 DOLLARS B • PRODUCT CONTROL NOTICE OF ACCEPTANCE W.R. Grace & Co, -Conn. 62 Whittemore Avenue Cambridge MA 02140 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 1108.05 Exlii acs 0I7I 47003-. Approved:01 /14/2000 Internet wall address: po3tmaster@huildinpcodeonline .can► MOD raC ,rat raC • cfa I i_I KLf^IDHLL t HI• F- . t_i .: t- MIAMI -DADS COUNTY. FLORIDA METRO -DACE 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) 375.290E CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2555 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 PAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 175.2902 FAX (305) 372.63)9 SB M odified Roofing Underlaymenl under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and ccimpletely described herein, has been recommended for acceptance by the Miami -Dade I 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 - i This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director I of 9 Miami -Dade County Building Code Compliance Off Hnmtpwgr: bttp :J /•ww.huiidinrcodeonline.con% r l i t 1 UU t 1_ r•: W.R. GRACE & CO. Applicant: W.R. Grace & Company, 62 Whittmore Avenue Cambridge, MA 02140 Catezorv: Sub- Categorv: TYpc uS It Tvpe: Biruthene® P- 3000 Primer Bituthene® Water Based Primer Bituthene© Liquid Membrane I Marc AA ' np GlA : cci I U KETIL'HLL b <HNl,ri ROOFIKG SYSTEM APPROVAL Prepared Roofing Underlayment Self Adhered Membrane, SBS Product Control No.: 99- 110$.05 Approval Date: January 14, 2000 Expriration Date:. January 14.2003 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Grace Ice & Water Thickness 40 • Shield® mils, 36" x 75'. Test Specifications 2 Product Control No. 99- 13013.05 Product Description Self - adhering S13S modified, bitumen underlayment membrane reinforced with polyethylene film. Primer for masonry or concrete surfaces. Water -based surface primer applied in lieu off - 3000. :® For application at transition between unlike materials at angles of 60 Deg. or greater. Frank Zuloaga, RRC Roofing Product Control Examiner y i U JL t i _• • + rr: ti_ >4 _ ;.4 .j7L1J III KE'4LJkLL BRHNCH F. V1. 3.O W°;, GRACE & CO. Product Control No. 99- 1108.05 EVIDENCE SUBMITTED Test Agency Test Identifier Teat Name/Report Date Housing and Urban 1056C 07/17/91 Development Release International Conference 3997 12/19/89 of Building Officials Report Construction Research 5670 10/12/92 Laboratory, Inc. Underwriters 88NK3269 09/28/88 Laboratories Underwriters R1339 11/01/93 Laboratories Underwriters R7910 11/01/93 Laboratories Warnock- Hersey Dade County Protocol 08/24/93 Vipin Tolat, P.E. ASTM Confirmation Tests 11/06/92 Simpson, Gumpertz & Heger, Inc Simpson, Gumpertz & Heger,'Inc. f 3 ASTM D 570 -81 11/06/93 ASTM D E96.90 11/06/93 Frank Zuloaga, R.i.0 Roofing Product Control Examiner z 1,� '00 15:42 FP 954 584 3730 TO KENDALL BRANCH P.04/08 dV -kc GRACP & CO. Product Control No. 99.11OS.05 Systems Deck Type I. Wood Deck Description: 19/32" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened. Prepared Roofing: Any prepared roof covering assembly with a current Miami -Dade County Notice of Acceptance that lists Gracc Ice & Water Shield® as an approved underlayment for the assembly, All General and System limitations apply. Anchor Sheet: Valleys: Euve Termination: Maximum Design Pressure: Fire Classification: Anchor sheet shall be a minimum of one ply of ASTM D 226 Type ll, ASTM D 2626, or (equivalent approved underlayment) installed in a shingle fashion with a minimum 4 inch headlap, and 6 inch endlaps. Anchor sheet shall be fastened 6" o.c. at the 4" headlaps, and with two staggered rows of 12" o,c, in the field of the sheet with corrosion resistant ring shank nails and tin caps. Grace Ice & WaterShield ®: Cut Grace Ice & Water Shield® membrane into 10 to 15 feet lengths and reran. Peel back 1 to 2 feet length of release paper, align membrane on the lower edge of the roof and place the 'first' 1 to 2 feet length of membrane. Pull the release paper under the membrane and continue to peel it from the membrane, while pressing the membrane in place. Roll lower edges firmly with a wallpaper or other type hand roller. Always begin application at low point of the roof, applying membrane in shingle fashion to shed water. Grace Ice & Water Shield® shall be overlapped to shed water a minimum of 3 -'.5 ", End Zaps shall be a minimum of 6 ". Membrane shall not be applied to the exposed face of the roof edge. For valley application, peel the release paper, center the sheet over the valley or ridge, drape and press it in place, working from the center of the valley or ridge outward in each direction. Apply membrane starting at the low point and work upwards. Valley assemblies require double application. Metal drip of eave edges shall be installed over the primary membrane. (As listed in the prepared roofing system's Notice of Acceptance) . (As listed in the prepared roofing system's Notice of Acceptance) 4 uloaga, R.R Roofing Product Control Examiner , 00 15: _i _ FR 954 5B4 3730 TO KENDALL BRANCH P . 05 i5 W.R. GRAC . & CO. Product Control No. 29- 118.05 Wood Deck 'System Limitations: Deck Primers: i l Joints in plywood or wood planks shall not be greater than I/g inch wide. 2 All wood decks shall be fastened to meet the requirements setforth in chapter 29 of the SFBC., and all existing fasteners shall be resented to avoid any protruding fastener heads. 3 Bituthene Liquid Membrane shall be applied at all angles greater than 60 °, or where unlike materials join. Bituthene Liquid Membrane fillet shall be applied in compliance with detail 'A'. Deck Type 3: Concrete Decks, Non - insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type D: Grace Ice 6c Water Shield€ fully adhered to primed concrete deck. Prepared Roofing: Any prepared roof covering assembly with a current Miami -Dade County Notice of Acceptance that lists Grace Ice and Water Shield® as an approved underlayment for the assembly. All General and System limitations apply. Note: Concrete decks shall be fully primed and allowed to dry prior to the application of Grace Ice & Water Shield® Bituthene Water Based Primer: A water based primer packaged as a concentrate to be mixed 50% with water, and applied at minimum rate of 500 ft / gal. Bituthene P -3000 Primer: A solvent rubber -based primer applied at minimum rate of 250ft /gal. 5 Frank Zuioaga, RRC Roofing Product Control Examiner '00 _ 1= : l i FP 954 5S4 3731 Ti: i KENDALLL BRANCH P.1 09 GRAC Ir & CO. Product Control No. 99- 1108.05 Grace Ice and WaterSi eld®s : Cut Grace Ice & Water Shield® membrane into 10 to 15 feet lengths and revolt. Peel back 1 to 2 feet lengths of release paper, align membrane on the lower edge of the roof and place the first 1 to 2 feet lengths of membrane. Pull the release paper under the membrane and continue to peel it from the membrane in place. Roll lower edges firmly with a wallpaper or other type hand roller. Always begin at low point of the roof, applying membrane in shingle shingle fashion to shed water. Grace Ice & Water Shield0 shall be overlapped to shed water a minumum of 3 -'/ End laps shall be minimum of 6 ". Membrane shall not be applied to the exposed face of the roof edge. Valleys: Eave Termination: Maximum Design Pressure: Maximum )Fire Classification: Concrete Deck System Limitations: 2 mno rao , ran nb • c, For valley application, pee! the release paper, center the sheet over the valley or ridge, drape and press it in place, working from the center of the valley or ridge outward in each direction. Apply membrane starting at the low point and work upwards. Valley assemblies require double application. Metal drip of cave edges shall be installed over the primary membrane. (As listed in the prepared roofing sytem's Notice of Acceptance) (As listed in the prepared roofing sytem's Notice of Acceptance) Grace Ice & Water Shield® shall only be applied over smooth, clean, dry, properly primed structural concrete decks. Bituthene Liquid Membrane shall be applied at all angles greater than 600, or where unlike materials join. 8ituthene Liquid Membrane fillet shall be applied in compliance with detail 'A'. 6 Frank Zuloaga. RRC Roofing Product Control Examiner • uu 1 - , : ` I : FP 95A �;S4 3770 Tn KEN1DALL BRANCH P . O .• Ii' W.R. GRACE & CO. Product Control No. 99- 1108.05 DETAIL A a 4 / 4 G 0 4 4 a c G C o 4 a G o 4 ■ o d e e 4 a 0 4 s it 4 \ \ \,.1 \\ 4 4 4 0 O a 4 4 a a 0 v 4 a 1 ri- P 9000 PRIMER OR WATER BASED SURFACE PREPARATION RONESIVE GRACE ICE AND WATIER GH1CLo BITUTMEme LIOU10 dtEM13RANE d• MIN. SELF- ADMERE:D GRACE ICE AND WATen SNIeLO B /D° PLYWOOD DECK 4 7 A Frank Zuloaga, RRC Roofing Product Control Examiner t•li1 1L•: 4_ F- W.R. GRACZ & CO. General Limitations: 54 5 84 .3770 TO KENDALL BRANCH P .:-18 . 4 i s Product Control No. 99 l Grace Ice & Water Shield® shall not be left exposed to sunlight. It must be covered with a prepared rooting surface within 30 days, 2 All bonding surfaces shall be clean, dry and free from sharp, or uneven edges. 3 Primer is required on all concrete and masonry surfaces. 4 Grace ice & Water Shield® is a component of sloped roof assemblies and is approved for use only with roof assemblies having a current Notice of Acceptance listing Grace Ice & Water Shield0 as an approved underlayment system. 5 All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 8 rank Zuloaga, RRC Roofing Product Control Examiner 1'? Fin 1 : F• W.E. Grace & Co. .62 Whittemore Avenue Cambridge, MA 02140 95 4 5S 4 777n TO KEINIDALL BRANCH F . _5 o W.R. GRACE Sc CO. Product Control No. 99- 1108.05 ACCEPTANCE NO: 19- 1108.05 ArFROVED : January 14, 2000 EXPIRES : January 14, 2003 ICE O C CEPTANCE STANDARD COPl1D S 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 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 submi;ted, is no longer practicing this 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 Arty of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 1 A copy pf this Acceptance as well as approved drawings and ocher 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 nced 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 9 END OF THiS ACCEPTANCE: ,,na ram rnn no•cn 9 ran Zuloagn, RRC Roofing Product Control Examiner Specification Roof decks shall be treated with self-adhering membrane of rubberized asphalt integrally bonded to polyethylene sheeting (Vycor Ice & Water Shield, manufactured by W.R. Grace & Co.-Conn.). The material shall conform to performance properties in the Performance Properties chart. installation Procedure Surface Preparation Vvcor Ice & Water Shield must be placed directly on a structural deck, never directly to old roofing materials. Suitable deck materials include plywood, wood composition, wood plank, metal, concrete or gypsum sheathing. Decks shall have no voids or unsupported areas. Remove any dust, dirt, loose nails or other protrusions. On reroofing work, remove all shingles, roofing felt and nails. Primer is not required on any clean surfaces except concrete or masonry. On these surfaces use Bituthene Primer P-3000 at 6.1 - 8.6 m (250 - 350 ft gal) or Bituthene Water-Based Primer at 12.3 - 14.7 m (500 - 600 ft gal). For retrofit, where Vvcor Ice & Water Shield is in place, apply a new layer of Vvcor Ice & Water Shield directly over the old membrane. Remove all nails and patch any damaged deck areas before installing the new Vvcor Ice & Water Shield. Metal drip edges or wood starter shingles, if used, must be placed over the membrane. Apply Vvcor Ice & Water Shield only in fair weather when air, surface and material temperatures are 5`C (40'1= or above. Surfacing material must also be placed at temperatures of SCC (40°F) or higher. Membrane Application Cur the membrane into 3.0 - 4.5 m (10 - 15 ft) lengths and reroll. Peel back - 40 - 61 rrin-; (1 - 2 ft) of release paper, align the membrane on tie lower edge of the roof and place down the first 30 - 61 mill (1 - 2 fr). Pull the release paper under the membrane and continue to peel it from the membrane. Press or rol! the membrane in place to assure full adherence to the deck. For ice dam protection. Vvcor Ice & Water Shield must be applied over an area wide enough to reach a point above the highest expected level of ice darns. For wind driven rain protection, full roof coverage is recommended. End laps must be at least 152 mm (6 in.); side laps at least 89 min (3.5 in.). The membrane may be folded onto the fascia providing it will be covered by a gutter, metal edge or other material. For full roof coverage, always work from the low point to the high point on the roof. Following placement along the eaves, the membrane may then be placed vertically up the roof. If nailing is necessary on steel slopes during hot weather, backnail and cover nails bt overlapping with the next sheet. In areas tvhere severe ice dams are anticipated, a double layer should be considered along the eaves or in valleys. Smooth shank, electroplated galvanized nails are recommended for fastening shingles. Hand nailing will provide a better seal than power-activated nailing. Valley and Ridge Application Peel back the release paper, center the sheet over che or ridge, drape and press i: into place \vorkin.g from the cenre: of the valley or ridge. °um in each direction. For vallevs. apply the membrane srarrin the low point and work upwards. End laps must be a: least 152 mm (6 in.); side laps at least 89 mm (3.5 in.). The membrane in valleys should applied before= membrane is applied ro the eaves. Standard Compliance Vvcor Ice & Water Shield meets the following standards: • HUD 1\1arerink Release 1056d • r .nternationat Conference of Building Officials Report No .3997 • SBCCI PST & ESI Repo:: No. 94133 • BOCA Evaluation Re No. 94-33 ▪ Underwriters Laborarories. Inc. R7910 Class A fire raring under fiberglass shingles and Class C under organic felt shingles • Underwriters Laboratories, Inc. Classified Sheathing Material Fire Resistance Classification Design Numbers P224, P P227, P230, P237, P508. P510, P512, P701, P711, P803, P814 • Metro Dade County Code 92-1116.01 O Canadian Const. Materials Centre (CCMC) 12693-R 914 mm wide x 11.0 m long (36 in. x 36 ft). Membrane strips are also available in 22.9 m (75 ft) long rolls in 305 mm and 457 mm ‘vidths (12 in. and 18 in.). It can be applied in temperatures down to 5 °C (40 °F). Usage Vvcor Ice & Water Shield is used as an underlaymenr for sloped roofs ro resist hater penetration PRODUCT DATA Roll Length Roll Width Roll Size Packaging 17.2 kg (38 lbs) Shipping Weight 31.7 kg (70 lbs) Rolls per Pallet 35 PERFORMANCE PROPERTIES Property Color Product Thickness Tensile Strength Elongation (ultimate failure of the rubberized asphalt) Low Temperature Flexibility Adhesion to Plywood Permeance Recommended Exposure Limit Ice Dams Wind Driven Rain Sloped roofs ore not wcterarcof, They Protect stric- tures by she Cing rein ater. 21.9rn(75ft) 914 mm (36 in.) 20.9 m' (225 ft Corrugated Cartons Melting snow over the heated portion of the house runs down the roof. It freezes at the cold aave end an ice dcm begins to form prpreventing droincge. due to ice dam backup or wind driven rain. Vvcor Ice & Water Shield also offers leak protection in trouble prone spots like valleys, skylights, protrusions and other flashing areas. It should nor be used where it will be permanenrly exposed to Ellie ultraviolet rays of the sun. Features & Benefits Easy to Apply: The self adhesive membrane bonds firmly to the 11.0 m (36 ft) 914 mm (36 in.) 10.4 m' (108 ft Corrugated Cartons 35 Value Black -Gray 1.02 mm (40 mils) 1720 kN /m? (250 psi) 750% Unaffected @ -32 °C ( -25 °F) 528 N/m (3 lbs/in. width) 2.9 ng/m- sPa (0.05 Perms max) 30 Days H As the Ice dam grows, wcter is trapped behind it and backs up under the shingles. Eventually it reaches the reef deck and leaks through, Comcging the interior of the structure. storm dyen v : ^nds roof coverings s to ih. Rain con then oe easily driven under the roof covering directly to the unprotected roof deck where it causes leeks cnd damage to the Interior Of the structure. root deck \vithout hear or special adhesives. Water cannot seep under the membrane; watertight seams are easily formed. Aesthetically Pleasing: Unlike other forms of ice dam protection, Vvcor Ice & Water Shield is concealed by the finished roofing, preserving the architectural appearance of the root. Seals Around Nails: The rubberized asphalt layer in Vvcor Ice &. Water Shield seals around roofing nails, resisting leakage caused by ice dams or lvind driven rain. Dual Barrier Protection: Rubberized asphalt and polyethylene are combined to Test `vIethod ASTM D 3767 Method A ASTM D 412 ASTM D 412 Die C Modifie ASTM D 1970 ASTM D 903 ASTM E 96 .9 bycor° Ice & ''\later Shield resists this leakage because of the seoi around the fasteners and the memarones bona to The dock. V•. o ' Ice & Water Shield cpcile.. - enecth me sloped roof :over. ing he:pa prevent wind dtiven.rain from entering the $ i--ure form two waterproofing barriers providing maximum protection. Membrane Will Not Crack, Dry Out or Rot: Vycor Ice & Water Shield resists attacks from fungus and bacteria, and maintains its integrity for long lasting protection. Protects Under All Standard Sloped Roof Coverings: Vycor Ice & Water Shield protects under slate, tile, cedar shakes or metal, as well as under conventional shingles. Slip Resistant Surface: Vvcor Ice & Water Shield has a slip resistant embossed surface to maximize traction and safety for applicators. Proven Track Record: Vycor Ice & Water Shield is the name brand in roofing underlayrnents with over 20 years' experience protecting roofs from ice dams and wind driven rain. 'Grace Technical Support: Vycor Ice Water Shield is backed by a ream of local technical support personnel that help ensure every application goes smoothly. Guidelines for Use Vycor Ice & Water Shield can be used as a sloped roof underlayment producr in cold climates to protect against leakage from water buildup behind ice dams, or from wind driven rain in milder climates. Cold Climate Guidelines Vvcor Ice & Water Shield should be used in conjunction with designs which minimize ice dam formation. In cold climates, it is particularly important to provide insulation and ventilation to reduce the size of ice dams and to avoid interior condensation. Cathedral ceilings must include ventilation between rafters to allow for air flow to a ridge vent. Well ventilated cold roof designs are particularly important in alpine regions to reduce the size of ice dams which could contribute to structural damage. Vvcor Ice & Water Shield should be applied to a point on the roof deck above the highest expected ice dam. Several variables will influence the height of ice dams and the membrane coverage required. 1. Climate — The annual snow • fall will particularly affect the_amount of membrane needed. Slope — On a low slope, ice dams will extend farther inward from the roof edge. 3. Overhang — A wide overhang will require more membrane to reach the appropriate point on the roof. 4. Insulation and Ventilation — A very well - insulated building with a cold, but well- ventilated, attic will have smaller ice dams. 5. Valleys — Any valleys formed by projections such as dormers or roof direction changes are likely to trap more snow and cause larger ice dams. 6. Exposure — In the U.S., a northern exposure or shaded areas will generally contri- bute to larger ice darns. While gutters may make it easier for an ice dam to start, large darns can occur on roofs with no gutters. Removing snow from a roof edge or installing heat cables may not prevent ice dam formation, but may shift the Rubberizad Asphalt seals around non location of the ice dam. Under certain conditions, a dam can form at the edge of the remaining snow. Local building codes should be consulted for specific requirements. Precautions and Limitations The membrane should not be folded over the roof edge unless the edge is protected by a gutter, flashing or fascia board. Apply the membrane. only in fair weather when the air, roof deck and membrane are at temperatures of 5pC (40 °F) or higher. Surfacing material must also be placed at temperatures of 5 °C (40 °F) or higher. 3. Vvcor Ice & Water Shield must not be left permanently exposed to sunlight. It must always be adhered directly to the structural deck and be covered by shingles or other roofing materials. 4. Vvcor Ice & Water Shield is a vapor barrier. Proper ventilation must be provided in cold climates to reduce excessive ice dams, and in moist climates to prevent interior condensation. 5. It is slippery when wet or covered by.frost. 6. Due to its slight asphaltic odor, do not apply Vvcor Ice 1. ?. 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions .of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should 2 be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zories) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). \ / ,K‘ 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. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. 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. X 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS roof. s /Agent's Signature CADOCCSlt.% ...p'LOCALS- 1%T.n,p\SECTtON IS :4.d.K • to /23 /off Date Contractor's Si Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) . Sketch .Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. •J•J +L +4 +4+i•+ /•• .•Y +•YIO:•j•Y j•Y i.... •• ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes • BARRIERS NRG BARRIERS Tapered Systems The E'NRG'Y House TEL: 1 -800- 343 -1285 27 Pearl Street FAX: 1 -800- 343 -1332 Portland, ME 04101 -4117 1 � � Oq M et al Fla n ® aP Saco, Maine all c Hazleton, Pennsylvania Bremen, Indiana Tapered Design Specialists Since 1976 Ot —4 Jacksonville, Florida v -'9 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: s:/2— /2 : 12 Section D (Steep Sloped Roof System) Roof System Manufacturer: //& ' ( Notice.of Acceptance Number: c7?' U 3/1 • 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: Steep Sloped Roof System Description Ridge Ventilation? 4 i ype Underlayment: nsuiation: /v Ire Barrier: astener Type S Spacing: /luas Cato dhesive Type ype Cap Sheet: r - ? � / /' S i •° TorCoverIng: / Height: �F�� /ham (--n SA 0 Mean Roof g n � Type & Size Drip dge: 3/ 3. I • d ;•1ke-,Con Biladiiig, Products , . • p. U. i$0x. 1.094 • WA 9(1295 ;;:Sil alas I . . 1 ; '.,..,'.. :Your applicatiob for Producf Approval of Cement:ISliiik4, Slthq;les, Shur ProJ7!i. • under Chaptcr ii of the Code or Miami-Dade COUnly guyeliiirlg the use of Alternate Nlateriat3 and •l vpcs o:' 'Construction, Old cohyletel■, described heroin, has been recommended ter acceptance by Lilt \liitmi •County Bui1din1 Cod c Compliance Office (noc:0) under the conlit inns speitied herein. ..Thii approval stiall not be valid 2Fter the eNpiration dive slLitcci below. BCCO reserve.; tilt rht to secure thin produla or tuatcirial at anytime from n jobsite or manufacturer's plant for quality control test !lm. this produrt di materiel tail to perform in the approved a'Ann'. .11CCO may retoke, modify. or suspond '•tho ut:;e: or soch iiiinit.i0 or material irnmediatel) BCC() receives the tie,ht to revoke this approval, if it is .:,icimili BCO 11 this product or maicrial foils to meet the requireiments ut the South Florida iltiin. (-ode. I . • I'm :!Ni.icilSe Of Stldv,testing tvilrbe incurred 'oy the manufacturer. ,, A.cceptance Np.:9'74311.01 ...s. • ' . EXpirp 3_1()();US/2U . . ! . Till IS til [7, cOVERSHEET, SEE ADDITION.‘i. PAGES CUR SPECiFIC A') riENr.RAL ------ CONDITIONS , • , ! BUILDiNG (:01)E & PRODUC r REviEw cONINtrilti::, . ... RUILuiSt:. root COMPLIANCE OrFICE xth'i Ko.rube FLACLER DUILDINC i 140 IA'EST vLAGI.F.R STREET. 3UITC t6r.: MIAN11. Fl t)1(1J• .I)0 . . :PRODUCT cONTROL NOTICE OF ACCEPTANC;E (30.5) 3/S :OW FAX k ii») 05.190:k . . CONTRACTOR LICKNiANC Clit). kl■Jst )1S.:5'1 I-AN I.VJS: 373.03 coNvitACTOIt ENV ORCOIENT Se.CTICW OW) 315.29oo FA:: 00;1 1,5.2g113 t r log7 bli yr5 C1 :tui C n C) I N, ATIU L )7 t)v;12s- ( e ° J9 rtis :I:IplicntiOn ',or:Product A7pro\ al has hail re+ he BCCl.) tmtt approv(:(.' b) ihr: Dui Win:: CL' . :. ,.... 10,1 No,!uct ilt ‘'iov COMitiittQt: to :so list ill Dotic, C01.111■'. nori41;1 tmLl..:c C.v: colWitions wi lortli ;thocc. ,----, fi ‘ ),1,,,,,,,, ..,• .,.,.. . , ks :1",111CISI " 'i- Q 11. " 11110:1 ' ik ' .... DiNCI(.11' . • ii:111'1-1)',h.11.! (...01;11() , UWILtIll': l...0'.1i ( U ctictl:l1( o f G MIANII-DADE COUNTY, r.ORIDA METP.O.DAIA H.ACTI.ER MA' DING •■■• t.aul Rodrit_ttiet Chief Product Contrul Di • • • "A.'••••• •••,,,I,n:IgiererMiding‘Ildet)nline:COM 111P!y HUrneirolUV: 2282.02CSOC 01 2S12 9C8 SOC AlddrIS cloclue 8A PS:CI 2002 LO 'DO. RE -COIN BUIr•DtN(Y PRODUCTS, INC. i'ruduct C i r l Nu. 97.11311.01 PRODUCT C1ONTROL NOTICE OE' ACCEPTA\'CF ROOFI'U ASSEn11 ;t, APPROVAL: Category Reotut_ Approval Dalc:.lune S. 7n1111 Sul,•Cltn ?ory:' Slat, Shat:+ Expiration 1)att::.1unc QS, 20114 TRADE Neil ES OF PRODUCTS M- NI.IF.ACTUI ED OR LABELED BY APPLICANT! 'n>tlutlt ' fia -Con hire free ltc lnlin� Mat,Erial: Approved SYStems: DcLI Type: Deck nestaiption :' SYSTEM 11:1 Slupv Raltgc� L'ntlt t' I:1YUtlTnt Interluymet!t Edgy \11:t:11 \•allk•y 1)i niMD:10ns &12" Sh,Ikt: \V =12" Slate 1 ' to ;6' ihickn2Ss Expoiure Wool, Non•inaulateti cot'Slrllction 1c) /3 Direct Deck , \pi>ll:utioll 20'd 228LP CSOC Ol 2S12 9C8 SOC Test ilcx►tintiun Product 11c,tcrilltit o PA OS S or greater plywood cr wood plonk, 'JJoud shake, sltinel: , and Otte sin ili 1 U Fibrr•t:emtnt d'':l u1 _rt:titcr A sinz1c layer of AST .I D 2 =6, t } 11 orgasm o\•:•rinlr,,led 4.. it;itendJ ,%ith I11 1 1 4 1111 11 1Tt !2 \ I Y.: 1:01•rh3lt,>n re;ii;tant ri)tltlil' I lilll$ i %1111 I■lltl!ttlilll J- � %.I I j'S" thanlcter ;in C:1p i spaced I >.1. in lilt: liCltl :1nd 6' U.C. at tlw I'1j1� \1inintum -30 . \.STNI D 226 tyiw II 0:•g uric felt I \" v. idc, i9 Ia:d burizont:tII :. +eith 5" Ii.. ;iii taps and 6" e ',aps. Tltc Fite CNN 1'lu;: roofing •+c11•11;t1 is lotrrincit ++'ith the felt by tut:kin3 the ton 2 1 / : nt each me corre$pondnlu •uur..; :I I' intcrloni nt Celt, Properly ins +;llhd there should be no I II : it.ibl' in ih• Ise) ,\•a) henterii shake; or I :uc picLCS, Cie11I be in 8,:cordancc with IhC Suutii I silt d' 1ShIltlin� f:uIC C hopter l)1in!, r \ppItcation St:1 ;1d1il d Rr \`;III. 1':tllr� Itnta; ,ha:i '+e it1 in :Cnrll: iice + +slit C:linptcr SJ. Tin: mvtai ,:1r, +11 ill: •.tdcrhtted as a mininr.nr. ■+it;l at nUditional 1101 \h tit el': \ST \I 1Y:26 type: 11. or :tnic the lnt:':r'a\n1Cnt and c it1 Ih, \aile ■• additivlt;tl uuth rht! un!':l ,:11:1:1 .Hall ht; l'tl:;lctic.l al: t cac;t taint . (1 :. ntlnitat 2 C :1. X 1 I /4" loulilt4 11011; nod d 1;liltittltl 3: a. �'S dipeleP:l tin cap, metal ;hail by i rl I i rnletl tvit!1 :t ntin:lutlm I" hi�!I' c�nt�t :rilnp•t' water (I; The \alli:\ ith a minimum 1 +pc :U• 36" r1`il h 1I ontlrri:tymrul illit:tllctl boncath a initiintllll 2G '�atl!,c• numin: l I ;lima 'octal valid' Ila,:hi' i' alltliliun to i ;flu, c4 1L'SiS required �u1.:1.1i %Ct . late. to tl:r nndcilayntent required tot tl %urr:t�* eau., 2 I)t 6 ) i Temig•ftrlualta• It lt�. Raufin!_ Prodi,ict Control I:x :•niner J, ODOUN8 old SS : C I 2002 LO 130 CO•d I1E-CON BUILDINC PRODUCT: , 1 \C• Product Control, No: 97- 0311.111 l'actel' the VQIIry Metal vvIth n)IllilllL'nl t u:1. X I ° /i"OIIIlttla( r1I1L' shank roet ig and compatCole nt;nhrial tv the metal and sp *:ci Ci1el1 cdt.' of the t' :file ?y' metal 12 o.e., no more than 1" 111 from [he eNtcrlor edge, Valle Illelal laps shall be a minimum of S ", ASTid D4SSG noshing central :,ball applied bet(v'aen th:; I FileFicc shake :Islas= 1''2i asters , 411:111 be kept hot:!; u' 1e;)►1. 8' fn,nl tilt t tilt )'tooter line, FireFreel Install Fircfree roofing material as: Iiuilotv'S (Sec Detail A): Shingle Anil ghulcc i .A pre:;ervative 1:'ent:'.tl wUU(! lath S.lrter strip K 1 3/S \. 4 '' shalt be il1$l .iIo(i over the u'taerlaytncn1 and drip ed;.e metal n1 the cave. Fasten with teal 7(1 :;Iv(utizcd coil nails. I he first onrlrse shall doubled ut the cave [Mr vvi(I: the bottom bring lilt F1 st.itet pieces, '1 ht` sru't r Pier: illL :t of 14 iiclta� (3j5.Gmi) by 7 or 12 Inches ;121, 17R 1)1 3U n) n 1 vv'ide, 1 " he :i1 i, Iise S h ri ll estelld beyond the Casein it IIli.1i iIi11 of 11 inchei (38!nlll). The maximum overhang on the gable shall be 2 inches (51 111111) The tirsl I:tuu<,c is laid over the tapered FiritFrcc Buiidi: 1 start piece 'r.ill the tendin ed.e3 hush vl'irh die the Starter ct.lnr'c. The start :r ecitil's: ;Mill be (:1>rt'I1C(I with tv /o Gil (.Uy.i' sham: di :mlrtet C 2 inch lone 0.25 head Ji : ring sham; ;nlvaiized nail:;. The prudoels 311a11 be laid wall ap,u , ilna(cly 'LA to 44, inch side joint spilcin;, buttv'et:n pies within the ;arm: cout•s:. The side joint spslciit behl'ccr adjacent Chall be a u)iniim.ull of iti inch 13S nun) spacing,. The nlaCll)tui'n r : shall be 1U' Each p:ecc shah' hr. t slcned with a minimum ot'rll'o Gtl s;tivanized nails located bet■.ern 'A inch and I '/: melt (12.7 :nut 18 him) above the ecposur lint Iv insure pene[ru:lon into the tail r.nJ of'the piece butte: th tor 1hr i anti 7 inch wide products. For the I intih vvidc products. a minimum of d :rcc 6J n■u■s ale requh '['lit: Casten,::-., ohail penetr:t( tiir111o211 the bt)ltolll U1 the 011 :Illtim2 a minimum o .,/IG Ur shall penetr:t:e i into sheathing 11'.: :: is 1•• of I tllielal SS. i a o l : ; l l l ) ' , r. ' 1 1 5 ' ;heft ! ' v Ids l;1tCi1'a1 ' . I t i l ttt0 (21. : i l '111 I r;rre• t7:. lhr .: (3), Gds I '' ' t'll( ;III ?.e l nails 11 : :,1:il1 l .1t a =0 tlt`1'I'YC ;tlis1 1'1011; nt:Y111■ to the atir' : :re 11 ihe rooliln'; at the bt'.tt l'ht' h :lti faster :null be located 1 '4' (.1; 311dt1) t:'oirt the bur, 0itl, tt 1lh slit: ilca(I i)ollltitv, to 'asli':li'l t :rip . 1 1 1 ( 1 : I ' . 1 : 1 j (Polo the frog or butt CIU.I f t i 1 1 1 0 1 ' Irt l r :e 'tool wig .1 ::1,'I'I 31. "I1il butt I :Istrnei'!hntl f 1i 1 p t L'tf:tl4 ink) the ':i(1 :ri',1 o: tit? ` n1: 1 t1:'Ud dOCk• Fluty' tilt' S ;311 l :lrLl :31111 h:;;lruclions fOr Fir•Fre; Row■nv. :' latcr;;11; anal Itl add:lioll :t1)I 11) bend or adli :'Siv'e on cvet :v 111lblartitl4 ;)I1 Illt) )Gut holds Ul the 1G' 3;3111( I'II a thimble 51 /,t'(i "'`. I1 OI at'.11'CS :`'C ;Ind cC l i'iu0 up t0 I Oh: 1'ci: t1i[ :rl {at 3) I( 1Jp; In10 ;he ;)ice.. For f1le F. >!ic 51: Lk; fitly ninWrial, uS^ "'• I per 5 - 3111:1 "r pit:cP :1;1:1 three '.' :.r I'_ meet (the 111irlrllt: !lead i3 jiyl a ; aril' Il( 1i0;1(I '.1'1113 n0 :u•t). I'or Oti,.xry Slow, n'.o (2) ;)wt,lk per 1 '1ivCe. i lartilly J:1 1h• ' h'; :(1st, ii •Stlftwlvil. vl;.L,',erctl COW ac I(taiic iha,;u or St:;;grtctl !)tarr■ Sln'.o :ti)illi_ anon may he . :hicvl:tl , v' ehane.ln( ti; Irngtil nl!1tc' �;<pustl :c of t;',v belt, :lid Ihl 1v :1�ct oI 1 I:, LArio nr: 'I llt� I IreFr, r ltnuhll� pr ?(1u to In;tail:t :h: hif 1'i,l",e 1,11115. l{lc f,t:I(1 Illterl:ll'n'U:11 l the. pc•tl• t 1110 hit` cc a" C:i l (tu) r: t1 't 1s I Ti•Ur CI "CL`Lt� "! hr O t n' f, d t: L' EIt -1dd I f S 000 t:i �S itr SS : C 1 C 2002 LO 100 1 Slip and lttl'tiv 22BL720SOC 01 2 ;12 SCB SOC b0•d h1: -COQ' EITIr l.nl'NC PRODUCTS, 1NC. Product Control No: 97 0311.01 remaining rieIi r :ttctiai is ;Ipptiud then n 6" wide ztrilt ui felt I: laid on top allln� tll< t;ciik hale. Then tl :'o Itlp nod pieces arc apoli:d on top. I I:p .In1.1 hi:iuc u:its ar• I,I t:icd, pea °:1■6, and 6iapi' d W:ether to (lithe r ;tsl. ut appl'C :11il!•11. TII!' units tn long,. exten,:i L iov..n r:eh slam of the ridge 4 3: and cs;psc no I!to% thn1, 10 i0 the r;Call'CI, TUN with an niterantillg sl i led f)Illt lap to (i'..livcr;1 plialK11I hip :11111 ridge Illl'v• I'Ii; :laid ridge tll,l,ikillio , require.; a double coarse (.1 hip ani.1 I Id' c - 3ti111cr Udder Iltc hisi cxposet, hip and ridge) at the t'^vc line, (hip ends) and mote ttpe (ridge milthro n o .. screw of nail per sidle of the hip atul rictgr.• I,II;t is required. Faslrltilis must De lun. enout.:h to penetrate the nailing rune oI'thc hip anal. ti4c. thtr li,ld niaM at the rir)v.:HYJ a hlir,ln)u :u penetration et' /:' into thl sheathing, 1NI lox iinu111 besio 1 sare \tlnimuru �luplr . Comments: •31.25 Ibf 3.1? I.• For re•rntls ui)l)li 11 / 3 2" plyt400d iS Al' nr,erpinh{c substran:. SYSTEM L IsItt TIONS; I. tai SSii�!t:.Ilivri is not part or tin:, aec:ptanc :. relr..l it) a t:urroltl •Approved Roofing IM:ur.rials Dircctiry for, tire ratings JI this hr'.);hict. hajb`Il�'I'j rtlrOnceliilllicul altochn1C1 1',Itall Lac Ifly:.11i:'lt 11 the i;iskiwr ;itl•VI) prot'idcd 101 meal I file 0 pi ()duct. \•tpn atit nsifor I'.1t 1i1;tg pvIn11ts mail hC nC Ul!lli:',nirJ 1't '>t•ritni II of CSUikttttu Pernik el.:ilrltl i!1 :llCilllll�. the cXlllll ul the 11014: to be p rli ;u v Ith CurrCt11 ill ?nl faeltr't :r' si;v::ii'wL.nioi s and deint1%. to adJition. :, c.ipy c'tthis ap(r,r'.a1 ;!tall b n[tac. ;i Iu CIC permit appiicitlion. If «ferenre :hall bt: made to nil appropriate data 1'or'hr Ivquiiccl lire rating. TJC i g r d : t c a n t shill retain illy services t 1'a ti cnui•D;ale Cou :C. ct:rtitied I. itii.ttGfy to in;liota10 qual ty'':ontrol in';nnlp!i:ur : 1,1111 tltt `'osttll Florida UUtI tin`t('udc. ). The Ffrt.'17ree Rv< ,ling Materi:.l; shall boar tl'x iiniaint or itictlti!iibly n;.iiiuf ttl,t:r's n;:!tlr tJr logic OU identification iI: thr I•luhl. 2282A72CSOC 01 2ST2 9C8 SOC 1 !U 4 .)t IJ ) Fran!'. "Luloa „ a, RR,0 Rnnring Product Control 1:,miminar a. ODQu'H dd : C I 2002 LO ID0 S0'd 12F. -CON OtilLDING PRODUCTS, INC. O • r 1 . •E 228Lb2CSOC Ol 2SI2 9C8 SOC DETAIL A 8 3 8 0 in nat•:FM SIIAla & SLATE. P 0 .9 A s Product Control No: 9/-n311.01 2 i �,. Frank 7.uluubo. RRC Rtwlt; Product Control E\:nninci A1ddf1S O0Qd88 dd S1=:" 77 7.'7 RE-CON BUILDING PRODUCTS, INC. Product Con,nll No: 97 0311.01 NOT1C.OF •A,CCEI9.`tNCE STA N))AR1) CONDITIONS 1 IC'ndtra! t ','this ;Acceptance (upprot ;I) ;bill Lc considered after a renrwla tirl,!ianion has been flied end tl,e original $ubiniuCd do, :11111ci1tat or. inelttdillg test supporiiivi data, engineering do•cullte4, nre no dicier Illar, Qight S) } gar:. ! ' Any and I; nppYoved products cl1,111 by permanently labeled %vitlt the ;ttanufacturer's mane, cony. state, and lthe foltowin," ,t.,tetncn :, ", \'lianti -Dade C.aunty Product Control Approved ". ul US ipecitically stattd in the specific conditions of this Acceptance. 1 3 Renewal, of Aeeeptanr.r. Ivill not be con$idered it': a) There Iuls been a change in the South Fi ida 13uildine Code afrecting the evaluation 0t t1115 product and the product is not in compliance with the code eft iii s. tr) The Product is no 10m;r1 the 3:1111c product (identia:tl) its the ono originally approved; c) If the Accrpcutcc holder has not eontplirll ttith all the requirements ofrhis ucctytnttce, inclydiuo the correct installation nI'tllc product: d) The :ngineer who orisinally picp:rcd, signed and sealrll Il,c rcgt,ircd document:10r initially 3ubrititted, ;is no lunge' practicill..; the t:ll p ofc331o1. 1 4 Any rev oP cbangt in the nut.: ills. use, and /or manufacture Ili die product or process shall ttutolnatieolly be cause fLr Ot this Acceptance, unless prior written epprr)vnl Ilas 11Ccn •requestep (thrti>.I ;h :lie filing ol'a rct ninon application with appropriate gee..) rind grunted by this office. 1 1 Any of Ole fol ?owing, ylutll 1I10 bt: _rotnlcls I r :mural of'thi3 Acceptance: a) Uns:uivl'acrory performanc; ,1C tI is Inuclu.( Or ,rote$$: b) fi'11su$Ctot Lk is ike„:ep :filly ;1\ no c,ltlorseitltllll of any pr11r1ticl. !ul' S;lit:.i, ;Rh Cllitling or any ailing purpooe. Li l hr "mice of litutl :ter lucciAlyd by lht: tkords .\ii :,nli- U ;tttc C0u11tV, Fict'itla, :Inc! follottcp (+a ;lie c ;piration :hilt' It:a■ 1w tiispl :l ■C(1 in 'ilk .I'Iisi11i. litcralut'., tf any p.I'ilttu uI the notice bfr\CCCptmll_c i$ d :splated, fi it sl•:1I1 lie don. In i1 cnt:rety. 1 A cu1ylof ihia ,'\cCCptal'..e as 'viii :Is ;1ppro'cd rit :ItY(I tltllt,'I doeu tl.nt:1, whore it 1pplics. shall bS provided to the nits by tilt manufacturer or iii distributors and shad t +:' avail,fblo for ntspeetlon at ihrjui) Si :c ill ;II, t,inei T11:2 cilnivs n.::d not be re:;e:,led by the vninucr. I S F,tilurclto coitply ttith an) sct;011 ul't lip Accept:1,w,, s!:;ill ht ;;,lust fur tern!ua:ion:mil t nlot ;,i of 9 Tllis ,A4cep :a,ncc rontaics lt:l`u. :, , :!:,'t:',::I: 6, 1: '.0 u) Tuts ACCI'.I'T.• NCE 3 284b2ESOC 01 ZS12 568 GOO 04,4:Go'G / I Frull:2tlo ; RRC Raofnlj Plucluct Control Exam inrr A1ddfS 03CIU IEI N5 6S : C I 2002 40 130 ELECTRICAL TYPE. Minimum Fee QTY. TVPi: Dryer ()Ty. TypE Outlet, Appliance QTV. 'rv'i't•: Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary . A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TVPI Condensate Drain QTY. T1'PF. Generator Q'I'V. 'I'VPI? Refrigeration, Tons Q1'\. AJC Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost . AJC 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 Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUM RING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTV. TVPE 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: SECTION BY D / Zoning & / i 1 4 Electrical Mechanical Plumbing Fire Public Works Structural Building Official V Z Page 4 OFFICE USE ONLY CHECKLIST LI OWNER - BUILDER FORM (Attach) CI FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ® CONCURRENCY (New Construction) El OTHER (Specify & Attach) UJ PROOF OF OWNERSHIP (Attach) ▪ HRS / DERM APPROVAL (Septic / Sewer) CI IMPACT FEE (New Construction) II OTHER (Specify & Attach) PERNIIT FEES $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 Notary z ¢ 60 ) x/1000 $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) PERMIT APPLICATION ® CONDO ASSOCIATION APPROVAL (Attach) BPR APPROVAL (Restaurants) ® CONTRACTOR REGISTRATION (On File) TOTAL $ 0 7, () ISSUING; OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL ° (305) 795 -2207 ° FAX (305) 756 -8972 a http : / /www.miamishoresvillage.com CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 940 N.E. 95 STREET NAME(S) OF APPLICANT(S): Barry & Miriam Kulick APPLICATION DATE: (Date Application Received by Village Clerk) October 4, 2002 CERTIFICATE OF APPROPRIATENESS REQUEST FOR: DATE: A. House Re- Roofing Re -Con Building Products – Fire -Free Fiber Cement Shingle BOARD DECISION: (APPROVED APPROVED WITH CONDITIONS DENIED SIGNATURE & TITLE 1 /j -/,...0/..x./ (�C /L�� /r�►j APPLICANT ADDRESS : (If different than property address) PRESENT USE OF PROPERTY: Cc MIAMI SHORES VILLAGE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (If applicable): ADDRESS OF PROPERTY: � ( NAME(S) OF APPLICANT(S):...-, �� /.�� �' ,4 / (Note: If the applicant is a person other tha a owner(s), evidence of that person's authority as agent other than the owner(s), evidence of that person's authp ity as agent must be attached to the application.) CONTACT TELEPHONE NUMBERS: 5- . 7/4' / INDICATE CLASSIFICATION OF PROPOSED WORK: MAINTENANCE OR REPAIRS RESTORATION REHABILITATION DEMOLITION NEW CONSTRUCTION OTHER (PLEASE EXPLAIN) (� p DESCRIPTION OF THE PROPOSED PROJECT: R R -e - m £ I (xl 06,4 PLEASE PROVIDE THE FOLLOWING SUPPLEMENTARY INFORMATION: SITE PLAN (W/ DIMENSIONS) FLOOR PLANS (W/ DIMENSIONS) ELEVATION (W /DIMENSIONS) LABELED PHOTOS SURVEY (WITHIN 5 YEARS) COLOR SAMPLE X MATERIAL SAMPLE OTHER CERTIIFICATION UNDER PENALTY OF PERJURY, I (WE) CERTIFY THAT ALL INFORMATION IN THIS APPLICATION AND THE ATTACHMENTS HERETO IS TRUE AND CORRECT TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF, THAT THE WORK FOR WHICH APPROVAL IS SOUGHT HEREIN IS BEING PROPOSED IN GOOD FAITH AND WILL BE PROMPTLY PERFORMED IN THE EVENT OF THE APPROVAL OF THIS APPLICATION AND THE GRANTING OF A BUILDING PERMIT, AND THAT I (WE) DESIRE THAT THIS APPLICATION BE GRANTED AND SUPPORT THE GRANTING OF THIS APPLICATION. SIGNATURE OF APPLICANT(S): DATE: DATE: SIGNATURE OF OWNER(S): DATE: DATE: MIAMI-0ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Re -Con Building Products P. O. Box 1094 Sumas WA 98295 Your application for Product Approval of: Fiber Cement: Shake, Shingles, Slate Profiles 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0311.01 Expires:06 /08/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 06/08/2000 Internet mail address: postmaster ©buildingcodeonline.com CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 6 Miami -Dade County Building Code Compliance Office kte BUIILDING 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 FAX (305) 375 CONTRACTOR ENFORCEMENT SECTION (305) 375 FAX (305) 375 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Homepage: http : / /www.buildingcodeonline.com RE -CON BUILDING PRODUCTS, INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub - Category: Slate & Shakes TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Re -Con Fire Free Roofing Materials Approved Systems: Deck Type: Deck Description: SYSTEM B: Slope Range: Underlayment Interlayment Edge Metal Valley Metal Dimensions L =22 Y2" W =5,7, &12" Shake W =12" Slate 3 /4" to 1/4" thickness Exposure max.= 10" Wood, Non - insulated PA 135 New construction 19 /32" or greater plywood or wood plank. Page 2 of 6 Product Control No: 97 0311.01 Approval Date: June 8, 2000 Expiration Date: June 08, 2003 Test Description Product Description Wood shake, shingle, and slate simulated Fiber - cement Direct Deck Application 4 ":12" or greater A single layer of ASTM D 226, type I1 organic felt overlapped 4" fastened with minimum 12 ga x 1 1/4" corrosion resistant roofing nails and minimum 32 ga x 1 5/8" diameter tin caps spaced 12 "o.c. in the field and 6" o.c. at the laps. Minimum #30 ASTM D 226 type II organic felt 18" wide, is laid horizontally, with 8" head laps and 6" end laps. The Fire Free Plus roofing material is interwoven with the felt by tucking the top 2 '' /z" of each piece under the corresponding course of interlayment felt. Properly installed there should be no felt visible in the key way between shakes or slate pieces. Shall be in accordance with the South Florida Building Code Chapter 34 and Roofing Application Standard RAS 11 1. Valley metal shall be in accordance with Chapter 34. The valley metal shall be underlayed as a minimum with an additional full sheet of ASTM D226 type II, organic felt, installed over the underlayment and centered in the valley. The additional underlayment sheet shall be fastened along each edge, 6 "o.c. with minimum 12 ga. X 1 1/4" roofing nails and minimum 32 ga. X 1 5/8" diameter tin caps. The valley metal shall be preformed with a minimum 1" high center crimped water diverter. The valley shall be flashed with a minimum Type 30, 36" ASTM felt underlayment installed beneath a minimum 26 gauge, nominal 24" wide, corrosion resistant, galvanized sheet metal valley flashing in addition to the underlayment required for genera `i' '�: slate. ,7rtaaga, RRC Roofing Product Control Examiner RE -CON BUILDING PRODUCTS, INC. Product Control No: 97- 0311.01 Fasten the valley metal with minimum 12 ga. X 1 'A" annular ring shank roofing nails of similar and compatible material to the valley metal and spaced along each edge of the valley metal 12" o.c., no more than 1" in from the exterior edge. Valley metal laps shall be a minimum of 8 ", ASTM D4586 flashing cement shall be applied between the laps. FireFree shakes /slate fasteners shall be kept back at least 8" from the valley center line. FireFree Shake, Install FireFree roofing material as follows (See Detail A): Shingle and Shake : A preservative treated wood lath starter strip ''A x 1 3/8 x 48" shall be installed over the underlayment and drip edge metal at the eave. Fasten with ten 7d galvanized coil nails. The first course shall be doubled at the eave line with the bottom being the FireFree starter pieces. The starter pieces measure 14 inches (355.6mm) long by 5, 7 or 12 inches (127, 178 or 305 mm ) wide. The first course shall extend beyond the fascia a maximum of 11/2 inches (38mm). The maximum overhang on the gable shall be 2 inches (51 mm). The first course is laid over the tapered FireFree Building Products starter piece with the leading edges flush with the leading edge of the starter course. The starter course shall be fastened with two 6d (.093" shank diameter x 2 inch long x 0.25" head diameter) ring shank galvanized nails. The products shall be laid with approximately ''/ to 1/2 inch side joint spacing between pieces within the same course. The side joint spacing between adjacent courses shall be a minimum of 11/2 inch (38 mm) spacing. The maximum exposure shall be 10 ". Each piece shall be fastened with a minimum of two 6d galvanized nails located between 1/2 inch and 1 1/2 inch (12.7 and 38 min) above the exposure line to insure penetration into the tail end of the piece beneath for the 5 and 7 inch wide products. For the 12 inch wide products, a minimum of three 6d nails are required. The fasteners shall penetrate through the bottom of the sheathing a minimum of 3/16" or shall penetrate 1" into sheathing that is 1" or more in th ickness. Hip and Ridge Additionally, each 5" and 7" wide pieces shall be fastened with two (2), and all 12" pieces by three (3), 6d x l '//" galvanized nails installed at a 30 degree angle from normal to the surface of the roofing at the butt. The butt faster shall be located 1 ' /," (44.5mm) from the butt end, with the head pointing to fastening strip and away from the free or butt end of the FireFree Roofing Material. The butt fastener shall not penetrate into the underlayment or into the wood deck. Follow the standard application instructions for FireFree Roofing Materials and in addition apply a'/ /" x 10" bead of adhesive on every nail starting on the nail heads of the 16" starter course pieces, place a thimble sized "ball" of adhesive and continue the bead vertically up to where the felt underlayment laps into the piece. For the Rustic Shake field material, use 2" bead per 5" and 7" piece, and three (3) beads per 12" piece (the middle bead is just a straight bead with no adhesive "ball" at its start). For Quarry Slate, two (2) beads per 12" piece, (starting on the nail heads), is sufficient. T Staggered Course Rustic Shake or Staggered Quarry Slate application may be achieved by changing the length of the exposure of the felt, and the length of the exposure of the FireFree Roofing product. Prior to installing the hip ridge units, the field interlayment should lap the peak of the hip or ridge at least 4" each way re 1114 r : .0t - ayer o The .� Page 3 of 6 Fran Zuloaga, RRC Roofing Product Control Examiner RE -CON BUILDING PRODUCTS, INC. Product Control No: 97- 0311.01 Maximum Design Pressure Minimum Slope Comments: 3:12 SYSTEM LIMITATIONS: remaining field material is applied then a 6" wide strip of felt is laid on top along the peak line. Then the hip and ridge pieces are applied on top. Hip and Ridge units are tapered, beveled, and stapled together to ensure ease of application. The units are 22 'A" long, extend down each side of the ridge 4'/4" and expose no more than 10" to the weather. They are designed with an alternating left/right stapled joint lap to deliver a straight hip and ridge line. Hip and ridge application requires a double course (a hip and ridge "starter" under the first exposed hip and ridge) at the eave line (hip ends) and gable apex (ridge ends). A minimum of one screw or nail per side of the hip and ridge unit is required. Fasteners must be long enough to penetrate the nailing zone of the hip and ridge, the field material at the ridge, and a minimum penetration of 'A" into the sheathing. -81.25 Ibf 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Fasteners for mechanical attachment shall be installed within the fastener strip provided for each type of product. 3. Applications for roofing permits must be accompanied by Section 11 of the Uniform Building Permit, clearly indicating the extent of the work to be performed, along with current manufacturer's specifications and details. In addition, a copy of this approval shall be attached to the permit application. Reference shall be made to all appropriate data for the required fire rating. 4. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code. 5. The FireFree Roofing Materials shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. Page 4 of 6 Frank Zuloaga, RRC Roofing Product Control Examiner Three (3) nails per 12" piece, nail and gun i types per main Installations. STRAIGHT 10" COURSE QUARRY SLATE Three (3) nails per 12" piece two (2) naffs per 5" and 7" piece nail and gun types as per main instructions. 7 STRAIGHT 10" COURSE RUSTIC SHAKE Type 30 16" ASTM felt intertayment. Nailing zone Quarry Slate not marked, nelt from 10 12" to 12" up from butt. I. Starter course piece Type 30 18" ASTM fefl interlayment Nailing zone Rustic Shake flat, no texture area. Note staggered nailing pattern. 8" 3 STEP STAGGERED QUARRY SLATE Three (3) nails per 12" piece, nail and gun types per main instructions. Three (3) nails per 12" piece - two (2) nails per 5" and 7" pieces, nail and gun types per mein instructions. tarter course piece 9" 3 STEP STAGGERED COURSE RUSTIC RE -CON BUILDING PRODUCTS, INC. Product Control No: 97- 0311.01 NOTICE OF ACCEPTANCE STANDARD CONDITIONS l Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lfthe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all 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 6. END OF THIS ACCEPTANCE Page 6 of 6 Frank Zuloaga, RRC Roofing Product Control Examiner Date Type Insp'n Permit No. p O c —z.1 D Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time '/ e2 ❑ b3 Name & Date )Th MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date) 2 2. �7a me Type Insp'n [ Permit No. T 2 iv, Name .! , Address Comps r: 05 PI : _ 1 Phone # ?( ►- 3 - 1) 6 For Inspector: 42- Name : ate i ppro eu — Correction Re- Insp'n Fee ■ 1 BUIfLDING ELECTRICAL PLUMBING ROOFING Owner of Building -_ Architect Contractor or Builder ° PERMIT N° 3 916 Contractor's ° License No. ❑ Work to be performed under this Permit Legal Lot Description CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA B1 f DATE.` 19 Subdi- vision Address of Value of I Amount of f Building / , Project $— I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR 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 ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ABBOT PINT