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1040 NE 93 St (3).LTG = TRICAL 1BING of .ng iect ractor gilder Lot ription CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE t.2. / 1951_ PERMIT N? 10890 Work to be performed under this Permit ,,....,-*;.,/ . -Li,- y w.+, r ..s..� Bl. Fess of , tt r,, ling /16 r U // ;,:6 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application it in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, ngs, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any f 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 -d is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge_ of the ordinances and regulations sing to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work 'y his agents, servants or employees. 4 ` Signed: _' i,s„"' 7 ' a 4 BY / .2 -7 _ _.fr I OR In consideration of the issuance to me of this permit I agrea t 'perform the work covered hereunder in compliance with all ordinances and regulations ing thereto and in strict conformity with the plans, drawings, atements or specifications submitted to the proper authorities of Miami Shores Village. Ming this permit I assume responsibility for all work don y either, myself, my agent, servant or employee. 2- i5 Subdi- vision Value of Project $ Amt. of Permit Contractor's License No BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder PERMIT 'N? 11085 i oer Work to be performed under this Permit CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE / f 1954_ Contractor's License No Subdi- vision Legal hot Bl. Description Address of Value of Amt. of 4 , Building r / f' 7 r �, r� " Project $ Permit $ 1 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. j ,�' A... p� -• Signed • r SPE L BY i � i In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the, proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b# either, myself, my agent, servant or employee. AUTHORITY 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 Joe Cherneg Registered Architect and /or Engineer Name and address of licensed contractor G Y f f e Xl Industries, Inc • Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done S ___________________________ ------ ----------------------------------- State work to be done and purpose of building (by floors) Roofing of Res d ®naQ_ and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering hi _sl o Estimated Total cost of improvements $ 697.00 Amount of Permit $____ 0 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 sari _,__ �1c:- , - - -__ 0. Box 6031 Cora, Gables_ 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 woke, to be performed under this permit, as are licensed by Miami Shores Village. Remarks____ (Signed ) Disapproved Date (Signed ) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date idarch___14t�r , 19 51 No 550 Street 94 s;t. P.O. Box 6331, Coral Gab.l.e S R. K. Thompson, . ct.- Trots. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are. true. . Permit No. Date ° ` ‘r _______ Read, Sworn to and Subscribed before me. i Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved _ __Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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. Owns s Name and Address__.. _ D r. H. L. _ Jorgenson Registered Architect and /or Engineer Disapproved ____ _ _ - (Signed) L. * L t j -' - `�' Building I pector Chairman - Member ._._ Member . Council Approved MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Date BUILDING INSPECTION DEPARTMENT NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. l PLANNING BOARD__ __ .Date Date.--_ ...... J in e - - - - 15 ,19.7. N -706.6 street 1040 N. E. 93rd St Name and address of licensed contractor__. Andrews Roofing. &. Imp . C o . 430Q E . 11th Ave. . H i a Location and legal description of lot to be built on: yo Block.______ .._. _ Subdivision $tre and Number where work is to be doe 1040 N. E. 93rd St Miami S h o r e s Florida fate work to be done and purpose of building .y B ui_1_din_g__..is. .a .__r e s_id e n ce_ rQO — front east section and for no other purpose. New Building .__ Remodeling Addition Repairs Re - roof No. of Stories 1 To be constructed of Kind of foundation._.,. Roof Covering___ Gravel Estimated Total cost of improvements $ 300.00 Amount of Permit $ 5.00 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 _Ro_o_f in-g Improvemen.t ._ Cp.— 43 ..._._11th_. A.v_e_._, Hiale The undersigned applicant for this building permit dot 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 , e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work performed under this permit, as are licensed by Miami Shores Village. Remarks__ __..... - _ . _ (Signed) STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a.:'.caowledgments, 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.____ 1 3 � _ � . ______ _____________ - Date__ � ll,� f __� t t9? 1 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires__ DATE Member Member . Member Disapproved making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Date Owner's Name and Address Dr. Jorgenson STATE OF FLORIDA, i COUNTY OF DADE. 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 Miamd 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. Registered Architect and /or Engineer Name and address of licensed contrsctor..Qnd�''QjaTs Roofing $ Improve . Co. 4300 E. 11 Ave. Location and legal description of lot to be built on: Lot Block Subdivision ._...._ _ Street and Number where work is to be done 1040 N. E. 93 St. Miami Shores � Fla. State work to be done and purpose of building (by floors) Re -roof garage portion of _gravel roof. Tear off. and haul away. Tin cap a 30 lb. felt Mop 2 15 lb. felts. New metal on edges. 5 squares._ ---,--$600.00 and for no other purpose. New Building Remodeling Addition Repairs re-roof No. of Stories To be constructed of Kind of foundation Roof Covering..Z Estimated Total cost of improvements $ 600,00 Amount of Permit $.. 12.50 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 W. be sent to......ATI. s...Roe.fixig �i....Improm.....co 4300 E . 11 Ave. 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 f n all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be pos fo inspecti' on the site of the work such public notice sp or notices as are required by the Act. The undersigned agrees to employ only ell su ntr / ors, o ork to rfo d under this permit, as are licensed by Miami Shores Village. t 1 Remarks (Signed )f..._ : ;' ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ._._ ...... ____ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. r Permit No.. ��„ _ Date cJ — 2- 3- 7 Read, Sworn to and Subscribed before me. Disapproved - D (Signed)�� ...... - 4, '! Notary Public, State of Florida Building nspector .,Commission Expires ... — Date..._..._...._._ _5�2�._..._�_..._._ _ .._.... ,19.. 7 8 ... No 1040 Street .N. E. 93 St. PLAN NC BOARD DATE Chairman Member Member Member Member ...... _....._..._._.__.___..._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI 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 No....1.Q.4.......... Registered Architect and /or Engineer . ,.....,. ,,,.,_-..... . Name and address of licensed contractor e. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done E.. 9.3.1:_d State work to be done and purpose of building (by floors) _ 1130 , _._.3 /15,_ and for no other purpose. New Building Remodeling Addition Repairs' No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Z11.Q...0.0 Amount of Permit $. Zone cubage required Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may Andrews Roofing et ...Imp .. 4300 E. 11th Ave, Hialeah, Fla. 33013 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 pos •r inspe' %ion on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only ' . ubcon9 actor n work..te —bq pe formed under this permit, as axe licensed by Miami Shores Village. Remarks (Signe • d / f . #267 -14 -3042, 000000205 Disapproved ___.._s o Date. (Signed) " �� U Building Inspector Chairman Mcrr,bcr Member ...... _...--- •- - -._ ..... Council Approved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re fee of $1.00 will be charged materials and /or workmanship. Member Member Member Date Disapproved .... ,19.7_ .9.3.rd...Street PLANNING BOARD DATE or changes to this application after approval STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared __. _ . ,_._.•---- .• --._ _.. Notary Public, State of Florida My Commission Expires Hialeah 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. s�Q� Permit No Date a ._[.1 Read, Sworn to and Subscribed before me. Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE. FLORIDA V El ❑ DATE 1 . 1 195 ❑ PERMIT N? 4581 Contractors License No. El Work to be performed under this Permi Architect Contractor or Builder Legal Lot Description Address of Building CONTRACTOR OR BUILDER Bl. Subdi- vision _ Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal author. ties. 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 farther 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 cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY 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 • MI1MI SHORES VILLAGE, FLA. JOB N? 5248 ADDRESS INSPECTION TIME READY REMARKS: INSPECTOR DATE j ' w MIAMI SHORES VILLAGE Permit No.. Disapproved (Signed) BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement cm we plans and specifications herewith submitted for the build • inc 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. March 28 85 Date......_... �.._._ .._._ _ .. 19.._._ Owner's Name and Address Mrs. H. orgenson 93rd Street No...._.......... . Street_.._ Date Registered Architect and /or Engineer Name and address of licensed contractor *4 1' Lo a d legal d •scr•ption o of to be built on oc k Subdivision. Chairman Member Member .. _... .- --...._..._._ ...._....... Council Approved Date ANDREWS ROOFING s'� IMP CO 4300 E''11t i Avenue, "ialeall, '1 Lof t .`M / i ! � 5 '� o n n c � l S B ` 4/41 l �474-. 474-. -C 45 � .. Street and Number where work is to be done 1040 NE 93rd Street, M1aTni ores, F1 State work to be done and purpose of building (by floors) re — roof all gravel sections only go0over awith.4 ply gravel roof using #15 asbestos felts. 1 y/g and for no other purpose. Ncw Building Remodeling Addition Repairs mix No. of Stories — To be constructed of Kind of foundation Roof Covering t ile-.8 gravel Estimated Total cost of improvements $ 6000.00 Amount of Permit S. 2000L 0 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.. John C. Andrews, Fres. Andrews Roofing 6 Imp Co 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 5066, Compiled General Laws of Florida, Pennxncnt Supplement, and has complied with the plrovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performcd under this permit; and will post or cause to be post r inspec on he site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only s ch subco actors, p work -be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signe Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Pl Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and/or workmanship. STATE OF FLORIDA, I COUNTY OF DADE. f ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are try . Member Member _ Member _.._..... Disapproved Date has been obtained from for inspection or faulty Date / Legal Description Owner/Lessee / Tenant PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /0 Ye Z:, 9 a 5 Tax Folio // r 3 z - 6 S e) /4 — 0 / 3 0 Historically Designated: Yes F•S�EL.L G - x4/2,2/4' Owner's Address /b VO 93 Contracting Co. S. E. /ma 4. dei V e.L _poLi.4u6- Qualifier J 4/9 5 .0 �-� E 7 ,1 ss# -Phone State # (1 eO' e l/3 / Municipal # Competency # Ins. Co. Poe f 4T-izoto Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING LECTRICAL PLUMBING MECHANICAL •RO FENCE SIGN WORK DESCRIPTION , OLE✓Loo (FLIT DECK d °A Y �iet2‘=G 4 f �►` -,l' / �c'E Vie0 Square Ft 3260 S £,) Estimated Cost (v alue) J-2 G 0 - 0 o 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. i Signature of owner an�r Condo President Date S gna lure of Contractor or Owner-Builder Not as to Owner and/or Condo President Dat My Co I I I • I . .. - . P4/ OFFICIAL NOTARY SEAL 0 <- JAMES CULLETON _ -)� * COMMISSION NUMBER ••' - 4.,,,, / Q CC460304 9, �. "- t- MY COMMISSION EXP. OF Fv0 MAY 7 1999 FEES: PERMIT Cc, RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. 3 IlOcjc„. Notary as to My Commi = o = • .r O wn er - B�uild�er _ OFFICIA PIOT7 - * N i AC �' SEl,i y �• S�I AARIE SYRD - wryly COMMISSION 1, CQ a+uw,�ER � �OFFoo �� It MA Y a SSION ( J EXP, it -r, 7 1 999 NOTARY Phone 7 ./ - 5 ".3 O Electrical No a� Master Permit # 3 ve✓ / Address / gYc9 O .4JW 2 1 / 4 ' //, ( s - z - ( © O //2 Date TOTAL DUE - 9 - Engineering FLA. 1977 LAWS FS 713.13 State of Florida County of The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available) /b 4 1 0 �v� 9� - TT General description of improvements E /L C O F Owner Si -5 /L2 / N Owner's interest in site of the improvement Q wN Address Fee Simple Title holder (if other than owner) Name 5,9-./Y? Address Contractor 5 ' E. `_ . 40 Vq.✓LE /) Address � d - o 0 N"/ ' 41/ 1 #//3- Surety (if any) �o tiE_ Address Any person making a loan for the construction of the improvements: ONE- Name Address \ Person within the State of Florida designated by owner upon whom notices or other documents may be served: NO /ilt Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statutes. (Fill in at / Owner's option). Name 4 .b bV4nic o , -u / 7 ro o /1)(4) 2- #v6 // 1 3 3 6 j Address STATE OF FLORIDA, COUN'Y CF DADE E :;241.'211? C :'iV Ohs, 4his to ®P7no cr;einal iic t 14ko on 79 .1 d CO" Pa) Se L c," ?:9' '''t1' c� L. , ,9 C:rcuit cndCountyCo:;rC7 N THIS SPACE FOR RECORDER'S USE ONLY NOTICE OF COMMENCEMENT 6 y0 93 s; } (PREPARE IN DUPLICATE( SEMINOLE FORM 408 9 ` :4807 1996 JAN 25 09:26 Amount of bond $ Owner worn to and subscribed • efore me this 19 .... 1 �0 day of _ t o CC460304 s Z f ti JAMES � j l i S�F * COMMI8S M �, 4 MY COMMISSION EXP. OF f� MAY 7.1999 •, 4 661 J: & t fr. 18800 N.W. 2nd Ave., Suite 113 Miami, Florida 33169 (305) 652 -6900 Fax: (305) 653 -2808 PROPOSAL SUBMITTED TO: NAME: Mrs. Ede STREET: 1040 N.E. 93rd Street CITY: Miami Shores STATE: Fl. PHONE: (Home) 751 - 1530 (Work) WE HEREBY SUBMIT SPECIFICATIONS FOR g RE- ROOFING 0 NEW- ROOFING 0 REPAIRS 0 ROOF MAINTENANCE FLRD DECK ONLY 1. Remove existing plat deck roof covering to a smooth and workable surface. 2. Replace all rotten sheathing, rafter, fascia and soffit as needed. Install 75# base sheet underlayment, tin -cap 10" o.c. at laps /12" o.c. in field. 4. Install 2 plies of Gafglas felt set in a full mopping of hot asphalt 5. Install 3x3, 16g.. galvanized gravel sttop metal, nail 4 "o.c., A &M perimeter. 6. Replace all lead flashings and /or pitch pans at plumbing vents. 7. Flood coat entire roof with hot asphalt and embed gravel at a rate of 8. Haul away all roofing debris. 888 *Any lumber 3x6 or greater will be charged at 44.00 per in. ft. ACCEPTS : Date — �� JOB LOCATION: DATE: 1/8/96 JOB NAME: The Ede Property STREET: 1040 N.E. 93rd Street CITY: Miami Shores STATE: F1. PHONE (Home) 751 - 1530 (Work) V Signature STATE CERTIFIED FULLY INSURED CCC. 041310 4001bs . /s:; . ALL ITEMS AS SPECIFIED ABOVE ARE GUARANTEED AGAINST DEFECTS IN MATERIAL AND LABOR FOR A PERIOD OF 7 Years FROM DATE OF COMPLETION OF WORK. COMPLETION DATE t, • a • (1) In the event the amount of fee is not ald within (3) three days from completion. the account shall be in default. The acceptor of this agreement agrees to indents the company harmless from any costs or expenses incurred in the collection of the defaulted account. or in any part thereof, ncluding attorney's fees. court costs. etc., and further agrees that the defaulted account will bear interest at the maximum lawful rate of 1 1 i2% per month. not to exeed 18% per year. on the unpaid balance. (2) The Seller shall not be liable for damage or delay caused by transportation difficulties, priorities. strikes. accidents, war, acts of God, fire. sudden rains. storms. wind. hail. other casualty or theft. or other causes beyond its control. 13) The Buyer assumes the risk and Seller shall not be liable for damage to the building worked on. or to the work done thereon by the Seller. caused by settlement. warping, istortion or failure of roof deck, sheathin walls, partition walls, ceiling or foundations of said building. nor for the failure of any materials or integral part of said used as a base. attachment to or for said work: nor for water damage or any other damage to the exterior or interior of said building, or to furniture. fixtures, decorations. stock or equipment contained therein . or other contents thereof, due to leakage or other cause. (4) Buyer gives Seller right of access. by vehicles and all other means, for delivery of materials to edge of building and hauling therefrom, on or off roads and driveways, during working hours. 15) Seller agrees to do the work as shown in the specifications of this contract. and in a good worknuinlike manner. supplying necessary equipment and furniahing first grade materials. (6 Owner to remove and replace A'C units. pipes. lines. ducts or other obstacles that interfere with the roofing work unless other wise provided. (7) Owner is responsible for any additional charge for work in which building & zoning inspectors feel is necessary, due to continuous change in the building code. CUSTOMER IS URGED TO COVER FURNITURE TO PROTECT THEIR PROPERTY. We cannot assure responsibility for any damages done to the roof by plumbers, electricians. air conditioner men or any other .tradesmen. OWNER TO BE RESPONSIBLE FOR LOCATION AND NOTIFICATION TO COMPANY OF SEPTIC TANK. We hereby propose to furnish labor and materials • complete to accordance rith the above specifications. for the PAM et: Five Ths Two Hdr Sixty 5260.00 dollar l 1 with .payment to be made as follows: $2200.00 Initial down payment. $3060.00 Due upon completion of work. Includes up to 50 Ln. Ft. of lumber, there will be an additional charge of $ 2 .00 per Ln. Ft. thereafter. All material is guaranteed to be as specified. Ali work to be completed In • workmanlike runner according to standard practices. Any alteration or deviation from above specifications involving extra costs. will be executed only upon written orders. and will become an extra charge over and above the Iate. All agreeenu contingent upon strikes. sccidenu or delays beyond our control. This proposal subject to acceptance within s m m ti i days and is void thereafter at the option of the undenianed. Authorized Signature 9. ACCEPTANCE OF PROPOSAL The above prices. specifications and conditions are hereby accepted. You are authorized to do the work as specified. P , yment will be made as outlined above. • METRO DADE MEI GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE DEPARTME SUITE 1603 METRO.DADE FIJ\GLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 FAX (305) 075.2900 Your application for Product Approval or Your application Dade Count C0 °v n twill tin rt 8 of the Y Code governing the use of Alternate Materials and types of C nstru a completely described in the plans, specifications and calculations as submitted by Factory Mutual R Corporation and Underwriters Laboratories, Inc. has been recommended' by for acceptance b the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions Research herein, tUOns set forth The approval shall be valid for a period of three years. The Building Code Compliance Department reserve s the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testin f product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify f 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 c enacted affecting this product or material. 6 CoJ c be The expense of such testing•will be incurred by the Manufacturer. PROD UCT NO. : ACCEP'T'ANCE NO.: 94.101] EXPIRES: NOV 1 01997 - PLEASE NOTE TIIIS IS THE COVEItSIIEET. SEE ADDITIONAL PAdES FOR SPECIFIC SPECIFIC AND GENERAL CONDITIONS. !WILDING CODE COMMITTEE 'Ibis application for Product Approval has been reviewed by the Metropolitan Dada .County Building Code Compliance Department and approved by the Building. Code Conpnittee to be used in Dade County, Florida under the conditions set forth above. AI'PROVL•D h0U 1 01994 e. / 4 •OVi Iarnond, P.E. Product Control Division Supervisor Charles Danger, P.E., Dir c- Building Coda Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne NJ 07470 Product Control Notice of Acceptance Roofing System Approval • Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type: Conventional iE fype: Fiberglass William J. Woodring Director of Technical Services 1361 Alps Road Wayne 141 07470 (201) 628.3000 Product Control No.: 94-.1014.01 Approval Date: Nov 1 0 19 9 4 Expiration Date: GO I j �� ' GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply 5I35 modified specifications. 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 "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance %vitt) all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at I- 800 - ROOF -411. Product Control No.: 9 1014.01 Deck Type 1: Wood, Nun insulatcd Deck Description: "/„" or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® 1175, GAFGLAS® PLY 40, GAFGLAS® PLY 6 ®,•GAFGLAS® STRATAVENT® or RUDEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s /," tin caps at a fastener spacing of 9" o.c. at time lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. -55 psf. Ply Sheet: Two or three plies of GAFGLAS® PLY 40 or GAFGLAS® PLY 60 ply slice( adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. t 15 %. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. * 15 %. (Required if no cap sheet is used) Install one of the following: I. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 galisq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal./sq.; or GAF Filmed Aluminum Coating with an application rate of 1.5 gal./sq.. 2. Asphalt flood coat at an application rate of 60 Ibsfsq.'± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively. 'A'. See General Limitation #2. 3 ":12 "; See General Limitation 113. . Gil Diamond, P.E. 21 \Vuod Deck System Limitations: I. A rcd rosin sheet shall be installed on all wood plank decks to eliminate. asphalt seepage and bonding of base sheet to plank and deck. Iced rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with PLY 4® and PLY 6® when used as a mechanically fastened base or anchor sheet. 3. 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. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment • Gil Diamond, P.C. 22 Product Control No.: 94- 1014.01 J General Limitations: Product Control No.: 94- N I'(.01 I . All asphalt shall comply with ASTM D 3 1 2 type I I l or type I V requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings arc determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing listed in the testing file. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South FJorida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and OAF specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control Approval for slope limitations on these systems. 4 . An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous arca 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.. 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. 3. 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 dace;. 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 PA 117 of the South Florida Building Code. I I . . All perimeter and nailer metal profile design shall conform with Dade County 'Protocol PA III of the South Florida Building Code. Gil Diamond, P.C. 74 Gil Diamond, P.E. 75 Product Control No.: 94-101.1.U1 12. hlasl►ings shall be installed according to the manufacturers standard details, and ma be applied in cold application adhesive, hot asphalt or may bc an approved lurch applied modified bitumen membrane. Specific details, approved b ih manufacturer, shall bc submitted with the Section 11 Permit Application. I3. GAF roll good materials shall be stored on end and on a clean, flat and dry surface. 14. Consult current Underwriters La Directory for the required coating fur each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Codc for maximum fire classification. I S Asphalt moppings shall be with asphalt approved by the applicant and shill be approved in compliance with cquiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate a 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. 16 . Insulation may be installed in multiple layers. 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 hot 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 arc required by the South Florida Building Codc. • 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor.` 19. All standard panel sizes arc acceptable for mechanical attachment. When applied in hot asphalt, panel size shall be 4' x 4' maximum. .r ••• •• •• • t• ••• •• I. Extensions of Acceptance may be considere ft been cn new app radon has been Tiled and the supporting data. test reports no older than ten (t0) years, All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State or Florida. revision or change in the matcrialL-use, or manufacture of the product or process shall automatically 2. A a Y be cause for termination, unless prior approval is granted for revisions or a range. An unsatisfactory performance of this product or process or a change in Code provisions shall be grounds 3. Y fdr re- evaluation. 4. This acceptance shall not be used as an endorsement of arty product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words If any portion County, of the Florida, ace ofIAccept Mc expiration date may be displayed in advertising literature. displayed, then it shall be done in it>; entirety. o G. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints nccd not be re- scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supercedes all previous approvals. 4. / , ' v / L Gil • ar .ond.P.C......• • Product Control Division Supervisor GAFGLAS® Specifications N- B- 4 -G /P6 and N -B -4 -G Specifications General Application recommendations detailed on pages 17 -20 shall apply In addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over the entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold In place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not lass than 6 Inches at end laps. Nail along lap of base ply at Intervals not to exceed 9 Inches and stagger-nall down center of sheet in two rows with nails spaced at 18 Inch Interval In each row. Use fasteners with Integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See'Spenaal Instructions' below.) 3. Starting at the low point of the roof, mop three plies of GAFGLAS Ply shingle fashion: lapping each sheet 24 1 /4 Inches over the preceding sheet solidly mop- ping to the underlying base sheet to provide four piles over the entire roof area. Asphalt Requirements Interpy moppings of Roofing Asphalt must be applied In a continuous film and shall consist of approximately 25 pounds per 100 square feet of root area with a tolerance not to exceed 20% plus or minus.The appropriate asphalt for the slopes involved must be used. Slope per fool As halt e Up to 3' Steep ASTM Type ill On slopes up to'/, inch per foot, Rat ASTM Type 11 may be used except In Ronda. Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a uniform coating at the nominal rate of 60 pounds per 100 square feet of Roofing Asphalt Into which, while hot, apply not less than 400 pounds of gravel or 300 pounds of slag for each 100 square feet of roof area. In the North and South Zoruss, the top pouring shall be Special . Roofing Bitumen or Flat Asphalt on slopes up to V, Inch per foot and Steep Roofing Asphalt on slopes from' /, Inch to a maximum of 3 Inches per tool In the West Zone on slopes up to 3 Inches per foot, the top pouring shall be Steep Roofing Asphalt. Special Instructions 1. Acceptable GAFGLAS Base Sheets Include: STRATAVENT• (Vent Ply) for Nailable Decks, GAFGLAS /75 Base Sheet, GAFGLAS PLY 6•, GAFGLAS Ply 4. 2. If GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as the bus sheet over wood or structural wood fiber decks, a sheathing paper Is required. 3. Over freshly poured gypsum decks, and lightweight Insulating concrete STRATAVENT (Vent Ply) for Nailable Decks is required, see page 9. 4. For applications over lightweight Insulating concrete decks, see page 9. 5. For 'Nailing of Bue Sheet; see pages 18 6. For roof slopes 011 Inch per foot or more, all plies must be back - railed 4 Inches in from the felt edge. See installation on Steep Roofs; page 10. UL Classification UL Clau Substrate A Slope 3 ' UL Chart Key 1. Substrate C • Combustible and Noncombustible Combustible • Wood planks, boards, etc., plywood (min. '1/41 inch thickness), oriented strand board (min. 1/4 Inch thickness). NC • Noncombustible only . Noncombustible • Steel, poured or precut structural concrete, lightweight Insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, In Inches per foot YellsUle q P1 iAUWni hDer Laa (u nv�l .4 • 11 24 S ecification N- B- 4-G/P6 N- B- 4-G/P6 N -8.4 -G ( a @LAZ Lau wrw) UFOLU PlY Materials Sheathing paper (1 ply, If required) GAFGLAS Base Sheet GAFGLAS Ply (3 plies) GAF Materials Corporation Roofing Asphalt Interplies Pour Coat Aggregate Surfacing Approximate Weight par Square Guarantees Available • r =GO es Gavel North, South, and West Zones Nailable decks up to 3 Inches per foot slope, except for lightweight insulating concrete decks which are Umited to a maximum slope of 1' per foot. Wood, plywood, structural wood fiber, acceptably precast nailable decks, poured gyp- sum. For lightweight Insulating concrett.see page 9. 470-650 lbs. Liberty Guarantees 15 yr. West Zone only. Wood Decks 15 yr. Lightweight insulating Concrete. (See page 9.) 2+10,10, 5+5, 5 yr. Application Considerations Summary of Requirements and Accepted Application Practices Storage and Inspection of Roofing Materials GAF Materials Corporation roofing materials leave the factory dry and must be maintained in storage to prevent the materials from getting t wet. Provisions must also be made for storing in a well ventilated, ambient temperature environment out of the weather. At the job site, no more material should be stored than will be used within two weeks. It should be stored on pallets, roll goods on end, in a well ventilated area. Where dry, inside storage is not possible (such as where new concrete floors or extensive plastering results in a high humidity), storage under secured canvas tarpaulin in a well ventilated area is acceptable for periods up to two weeks. For periods longer than two weeks, the materials should be properly warehoused, i.e., dry, ventilated on pallets, etc. Polyethylene covers are unacceptable field covers. Likewise, rooftop storage of roofing should be on pallets, rolls on end, and protected with properly secured, vapor permeable covers, such as canvas tarpaulins. No more material should be stored on the roof than can be used within five days. When prolonged inclement weather threatens, i.e., rainy seasons, no more roofing materials should be supplied to the rooftop than can be used within two days. In the unlikely event that obviously defective or damaged material reaches the job site or damage to the material results from Improper storage on the job site, it is the responsibility of the roofing contractor not to install this material. In the case of material that has obvious manufacturing defects, GAF Materials Corporation should be notified immediately so replacement material can be supplied if the complaint is justified. Installation of defective material can result in additional costs above the cost of supplying replacement material. If the rooting contractor chooses to install material with obvious defects, this added cost is not the responsibility of GAF Materials Corporation. Condition and Preparation of Roof Deck Surface Perimeter and penetration wood nailers and curbs should be in place as specified. The surface of a roof deck should be dry, firm, smooth, and free of dirt and loose material. It is the responsibility of the roofing contractor, deck contractor, owner, or its representative to determine the suitability of the roof deck to receive the roof. Electrical conduits, bolts, and other similar Items must be removed from the surface of the roof deck; such surface Irregularities cannot be properly insulated and roofed. None of the foregoing factors are the responsibility of GAF Materials Corporation, which under no circumstances will assume such responsibility. If the roof is sloped 1' per foot or more, see 'Installation on Steep Roofs', page 9. Recommended Procedures for Applying Insulation General Do not apply roof insulation and roofing until all other work trades have completed jobs that require them to traverse the deck on foot or with equipment. A vapor retarder (membrane type) coated lightly with asphalt may be applied to protect the inside of the structure before the final roofing is installed. Before the application of insulation, this vapor retarder should be carefully repaired. It is recommended that, insulation be applied In more than one layer, it feasible, with joints - staggered between layers. The root Insu- lation must be firmly attached to the deck. Whenever possible, the first layer should be mechanically fastened while the second layer Is applied in a continuous mopping of hot steep asphalt at the rate of 25 pounds (plus or minus 20 %) per 100 square feet and joints staggered in parallel courses as well as between layers. If insulation joint taping is specified, top layer joints of insulation may be continuous in both directions. Cut all insulation to fit where it meets vertical surfaces. Cut V4 Inch short where insulation meets vertical tlashings. Miter edges of Insulation panels at ridges and elsewhere to prevent irregular surfaces and open joints. Butt edges moderately. Do not deform them. The roof insulation must be firmly attached to the deck (See individual roof deck specification.) placed designed d and installed to promptly and thoroughly remove e aterfrom roof. Roofing should not be applied over wet insulation Any insulation that has become wet or damp must be removed and replaced. Mechanical Fasteners Mechanical attachment of insulation to the roof deck is the preferred method of installation whenever practical and is required by GAF Materials Corporation and FM on steel decks. GAFTITE' Fasteners may be used to fasten GAFTEMP• Insulations to most roof decks including steel, wood, and concrete. Where GAFTITE Fasteners are employed, they must be used at the minimum rate to achieve FM 1.60. See page 7, for suggested insulation fastening patterns and plate diameter Information Refer to GAFTITE Fastener brochure for more information. Insulation Attachment with Asphalt Where asphalt is used to attach insulation, i.e., the second layer of insulation, over concrete decks,.eti:., ASTM D -312 Type Ill or IV asphalt Is to be used. A maximum board size of 4 feet by 4 feet is to be used If the insulation is to be adhered in asphalt. Application over Steel Decks The steel deck installation should conform with FM's recommenda- tions. Consult the current Factory Mutual Loss Prevention Sheet 1-28 and Factory Mutual Approval Guide for details on the roof system being Installed, and for the recommended number of fasteners per board. Apply panels of GAFTEMP Insulation with long sides continuous. either parallel or at right angles to steel deck ribs. Two opposite edges of panel must rest firmly on the bearing surface of the steel deck. Joints of parallel courses of insulation should be staggered. The insulation panels are placed In position immediately ahead of the fastening crew. Sight along the top flanges of the metal deck section or snap a chalkline. Place GAFTITE Fastener plates in a pattern which will enable the screws to contact and penetrate the top flange of the metal deck. Drive screws through the holes in the plates. Insulation, and Into the metal deck using an electric screwgun. Repeat across the entire area to be fastened. If additional layers of insulation are used, secure in a continuous mopping of hot steep asphalt applied at the rate of 25 pounds (plus or minus 20 °%°) per 100 square feet, and stagger joints in parallel courses as well as between layers. If joint tape is specified, the top layer insulation fonts may be continuous in both directions. As an alternate to asphalt, both layers of Insulation may be mechanically fastened simultaneously. Application Over Wood, Precast, or Preformed Nailable Decks This recommendation is for use when installing GAFTEMP Insulation over decks capable of adequately holding nails or other fasteners that are recommended by deck manufacturers. On reroofing situations. the condition of the deck must be carefully examined to determine the capacity of the deck to hold the fasteners. Application of Insulation Without Underlayment Felt: Application of GAFTEMP Insulation over poured gypsum, structural cement fiber, or nailable precast decks without underlayment felt is not recommended. Panels of GAFTEMP Insulation should be applied with long joints running continuously and short joints staggered. The insulation should be mechanically attached using the appropriate GAFTITE • OAP WA IllftaLS COapaaTION Fastener or fastener recommended by the deck manufacturer. When multiple layers of insulation are used, the second and succeeding layers should be applied in a continuous mopping of hot steep asphalt at the rate of 25 pounds (plus or minus 20 %) per 100 square feet with joints staggered in parallel courses as well as between layers. As an alternate to asphalt, both layers of insulation may be mechanically fastened simultaneously. • •,• Uri , et , . •.,...'.. . ,I acceptable. Application of Insulation With Underlayment: Over entire surface, lay one ply of GAFGLAS Base Sheet. Side lap each sheet a minimum of 2 inches over the preceding ply. End laps shall not be less than 6 inches. Nail along the side lap of the base sheet at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals In each row. For wood decks, nails should be corrosion - resistant roofing nails with attached metal cap, minimum 1 Inch diameter or square or driven through metal disc of 1 Inch diameter. This is not an FM approved nailing pattern. Refer to the current factory Mutual Approval Guide for approved fastening systems. For nailable decks other than wood, the fastener recommended by GAF Materials Corporation or the deck manufacturer should be used. All nailing must be done through minimum 1 inch diameter metal discs or with acceptable fasteners with attached minimum 1 Inch diameter or square metal caps that provide a minimum withdrawal resistance of 40 pounds per fastener. Insulation should be applied with long joints running continuously and short joints staggered. Solidly mop the insulation boards in a continuous mopping of hot steep asphalt applied at a rate of 25 pounds (plus or minus 20 %) per 100 square feet. When multiple layers of insulation are used, the second and succeeding layers should be installed in a continuous mopping of hot steep asphalt at the rate of 25 pounds (plus or minus 20 %) per 100 square feet, and joints staggered In parallel courses as well as between layers. Application Over Concrete or Other Non - Nallable Decks This recommendation is for installing GAFTEMP• Insulation over any non - nailable structural deck, except steel. Precast and poured concrete decks require priming. (see GAFGLAS • Built -Up Roofing Specifications for details.) If precast concrete decking is used, asphalt moppings must be held back a minimum of 4 inches from all joints. Insulation should be applied with long joints running continuously and short joints staggered. Prime all masonry surfaces with Asphalt/ Concrete Primer and allow to dry thoroughly. Solidly mop each board of insulation in a continuous mopping of hot steep asphalt applied at a rate of 25 pounds (plus or minus 20 %) per 100 square feet. When multiple layers of insulation are used, the second and succeeding lay- ers should be installed in a continuous mopping of hot steep asphalt at the rate of 25 pounds (plus or minus 20 %) per 100 square feet, and joints staggered in parallel courses as well as between layers. GAFTITE• /14 Fasteners may be used in place of the steep asphalt to secure the insulation to a concrete deck. Install GAFTITE Fasteners as required to achieve FM 1 -60 or 1 -90, if specified. Application of Insulation in Cold Weather Care must be taken to insure adequate adhesion when insulation is being mopped during cold weather. If adequate adhesion cannot be achieved, mechanical attachment should be considered or delay the job until weather conditions permit proper application of roof insulation. Asphalt Heating of GAF Materials Corporation Asphalts Field experience has indicated that proper temperatures in the kettle and at the time of application are essential to obtain a satisfactory root. It has been established that kettle temperatures in excess of Application Considerations those indicated below may result in changes in the asphalt while temperatures below the specified minimum can result in lack of adhesion. Every effort should be made to maintain the temperature limitations indicated below. It is essential that the foreman of the roofing crew be provided with an accurate thermometer to check ternperatures at the kettle and at the time of application. Prolonged hdating of Roofing Asphalts at 500' F or higher may cause changes in their physical properties which can affect roof membrane performance and must be avoided. Unless Roofing Asphalt is being continuously used, the temperature of the kettle should be reduced to prevent these changes. Recommended kettle and asphalt application temperatures Special Roofing Bitumen ASTM 0 -312, Type I Kettle Po Point of Application - Not over 475' F -EVT, but not less than 350° F Flat Roofing Asphalt ASTM D -312, Type II -Not over 500• F Point of Application -EVT, but not less than 350° F Steep Asphalt ASTM D -312, Type III Kettle Po Point of Application -Not over 500' F -EVT, but not less than 400 F HT Steep Asphalt ASTM 0-312, Type IV (High Temperature) Kettle of Application - Not over 500° F DD -EVT, but not less than 400 ° F Safety Note: Asphalt should be heated to provide the EVT at the time of application, but should not be heated above the final blowing tem- perature or the flash point of the asphalt. Note: GAF Materials Corporation supports NRCA's position of two EVT temperatures; one for mopping applications and one for mechanically applied asphalt. For mop applications, the asphalt's optimal viscosity is 125 centipoise at the asphalt's EVT. For mechanical application, It is preferred that the asphalt's viscosity be 75 centipoise at the asphalt's EVT. Asphalt will be heated to a higher temperature when used in a mechanical asphalt application relative to hand mopping the asphalt. On slopes up to 'f, inch per foot, Flat ASTM Type II may be used\ except In Florida, Texas, New Mexico, Arizona, and California. Application of Asphalt Low density roof decks and insulation material tend to absorb the bitumen. It is important that the layer of bitumen used to secure either thrinsulating material to the roof deck or the first ply of felt in the roof system be applied in sufficient quantity to assure adequate adhesion. Interply moppings of Asphalt must be applied in a continuous film and consist of approximately 25 pounds per 100 square feet of roof area with . a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Up to 3' 3'- 6' Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV Application Considerations Nailing of Base Sheet All nailing must be done through metal caps or with acceptable nails with attached 1 inch square or round metal caps. The proper nail or fastener must be selected in accordance with the recommenda- tions of the deck manufacturer or as recommended for specific type decks in this manual. 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 be 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 the nailing. Nail along the side lap of the base ply at intervals not to exceed 9 Inches and stagger -nail down the center of sheet in two rows with nails spaced at intervals not to exceed 18 inches in each row with each row 12 inches in from the edge of the sheets. This is not an FM approved fastener pattern. Refer to the current factory Mutual Approval Guide for 1-60 and 1-90 fastener details. Alternative nailing patterns must be approved by a GAF Materials Corporation Technical Services Manager. Installation of GAFGLAS' Ply Felts The application of roofing membrane 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. The phased application of built -up roofing membranes Is not acceptable. This means all board insulation and plies of membrane to be installed in a given area must be completed and watertight at the end of each work day. Any water cut offs must be competely removed before resuming work. Application of plies normally proceeds shingle fashion, lapping sheet over the preceding sheet 27"h Inches, 24'/4 Inches, or 19 inches, depending on the number of plies. The headlap should be nominally 2 inches; at no point should the headlap be less than 1 Inch. Glass felts should be allowed to unroll evenly without constant correction, or fishmouths and buckles may develop; such Irregulari- ties should be immediately cut out and repaired before proceeding. If the roll starts to run off, It should be cut off and restarted. All rolls should be rolled and broomed in place Immediately behind the mop and firmly embedded Into the hot mopping. Brooming should be done from the unmopped side of the roll rather than walk- ing directly behind the roll. Dragging the broom is suggested rather than pushing. Excessive traffic and equipment should also be kept off • i a the completed plies until the asphalt has set in order to avoid the dis- placement of the asphalt. Cut off all felts a nominal 2 inches above the top of the cant at walls and vertical surfaces. Flashing Recommendations General Application The Juncture of the roof deck and a vertical surface is probably the most vulnerable moisture Infiltration point on any roof. Cants must be provided at this junction on all GAFGLAS roofs. Cams must be firmly attached to the angle between the roof deck and the vertical surface by the contractor prior to commencement of roof membrane application. It is essential, before selecting a particular flashing specification, that many factors be considered In order to assure the optimum trouble - free joining between roof deck and vertical surface. RUBEROID• and RUBEROID PLUS Membranes are very well suit- ed for flashing details due to their Inherent flexibility and elongation characteristics. The application of RUBEROID flashing constructions must follow the Installation of roofing felts, but precede the applica- tion of any surfacing materials. As with GAFGLAS flashing details. the RUBEROID flashing constructions must be mechanically attached at the top edge of the flashing; 1 inch diameter or square metal capped nails installed on a maximum of 8 Inch centers is required for flashing heights up to 12 Inches. Above 12 inches flashing height, the RUBEROID fleshings must be nailed off at a maximum of 4 inch cen- ters. All fleshings should be a minimum of 8 inches above the roof at the base of the flashing. GAFGLAS fleshings are limited to a maxi- mum height of 12 Inches while RUBEROID fleshings are limited to a maximum height of 24 Inches. If walls or other vertical surfaces to be flashed are metal or masonry, suitable nailing strips may be provided to nail off the base flashing at the appropriate height above the roof level, otherwise, appropriate fasteners must be used. Masonry surfaces to receive flashing shall first be coated with Asphalt/Concrete Primer and allowed to dry thoroughly. (See specific flashing details beginning on page 45.) Suitable counterflashing must be provided to cover the top edge of composition base flashing by a minimum of 4 inches. Wall -ov ring and count rllashlne wheth r m tai or cemgeeition mat Halt ar nnr GAF , ia rant cone r d Dart of the flashing ec :clflcatlgn anA ar �� n��,;e,; i� Metal Flanges All metal flanges must be 3' - 4' wide and must first be primed with Asphalt/Concrete Primer and allowed to dry thoroughly before felt stripping Is applied. Metal flanges, such as gravel stops, must be set in Jetblak FLASHTITE• Cement, on top of the completed roof and stagger nailed at 3 inch intervals into woodnailers or nailable decks. Never nail Into Insulation. These flanges must then be stripped in with 2 or more plies of GAFGLAS Felts and mappings of asphalt or trow- ellings of FLASHTITE Cement GAFGLAS Ply 4, PLY 6', or Flashing may be used. The first ply must cover the entire flange and extend at least 4 Inches onto the roof. Subsequent stripping plies must cover the entire flange and extend at least 4 inches past the previous strip- ping ply onto the roof. The top ply is then surfaced in the same man- ner as the rest of the root. Under no circumstances are flanges to be installed under or between plies. (See 'Typical Construction Details' on pages 56 -58.) RUBEROID Membranes may also be used to flash metal flanges. First, prime the flanges with Asphalt/Concrete Primer and allow to dry thoroughly. One or two plies of RUBEROID flashing of sufficient width to extend at least 4 Inches past the edge of the flanges onto the roof, may be used. Mop applied RUBEROID flashing can be installed In mappings of Steep Asphalt Type III or IV or in FLASHTITE Cement. Torch applied RUBEROID flashing should be torched, preferably away MOILWALS COMPOftanor I" • from the metal flange, and then applied. Direct torching to light metal flanges may char the primer and warp the flanges, resulting In an inferior bond. At the eaves or edges of gravel or slag surfaced roofs, where metal gravel -stops are used, they must have beads not less than' /, inch high. They must be nailed into wood nailers at staggered 3 inch intervals and stripped in. The eaves or edges of all smooth surfaced roofs should also be finished with metal edging strips stagger - nailed into wood nailers at 3 inch intervals and stripped in. Surfacing Gravel, slag, or other acceptable mineral aggregate surfacing material must conform to ASTM D-1863. Other mineral aggregate surfacing materials must be approved by a GAF Materials Corporation Technical Services Manager. For gravel surfaced roofs, install a flood coat pouring of asphalt uniformly applied at the rate of approximately 60 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. No more bitumen must be spread or poured at one time than can be immediately covered with gravel or slag. Not less than 400 pounds of gravel or 300 pounds of slag or suitable quantity of other acceptable aggregate must be used for each 100 square feet of roof area to yield embedment of a minimum of 200 pounds of gravel or 150 pounds of slag. These recommended gravel and slag weights are based upon application under average conditions. In the North and South Zones, the top pouring should be GAF Special Roofing Bitumen or Flat Asphalt on slopes up to '/, inch per foot and Steep Roofing Asphalt on slopes from' /, inch to a maximum of 3 Inches per foot. In the West Zone on slopes up to 3 inches per foot, the top pouring must be GAF Steep Roofing Asphalt. Gravel surfacing is to be completed as soon as practical after application of the roofing membrane but the membrane should not be left exposed to the weather for more than 30 days. For specifications I -0-4 -G and I -0 -3 -G installed over GAFTEMI» Isotherm R, gravel surfacing must be completed within five working days. Coatings for Smooth Surfaced Roof Systems For a smooth surfaced GAFGLAS• roof, the following coatings may be used with the limits indicated: 1. Special Roofing Bitumen may be used on slopes of up to '/1 inch per foot (North and South Zones only), applied at the rate of 20 pounds per 100 square feet. 2. Fibered Aluminum Coating may be used on slopes of /% inch per foot or more (positive drainage, no ponding water), applied at the rate of approximately 1'/, -2 gallons per 100 square feet. Steep Asphalt at the laps must be allowed to age at least 30 days and must be free of dust and dirt prior to the application of GAF Fibered Aluminum Coating. 3. WEATHER COAT' Emulsion may be used on slopes of up to 6 inches per foot, applied at the rate of approximately 2'/,-3 gallons per 100 square feet. Steep Roofing Asphalt at the laps should be allowed to age at least one week and be free of dust and dirt prior to the application of WEATHER COAT Emulsion. Note: These coatings must be applied directly to the roofing felts. A glaze coat of asphalt is not recommended prior to the application of coating. Surfacing may be delayed for up to 60 days: however, the surface must be clean and dry before proceeding with the coating. Reapplication of coating should be employed as part of a periodic maintenance program. The frequency will vary depending on climatic conditions. For UL approved coatings over GAFGLAS systems, see page 6 or contact your nearest GAF Materials Corporation Technical Services Office. 1 Application Considerations GAFGLAS Mineral Surfaced Cap Sheet Installation GAFGLAS Mineral Surfaced Cap Sheet is considered part of the membrane system as well as a surfacing. The application of GAFGLAS Mineral Surfaced Cap Sheet shalt commence at low points of the roof so that at no place is the flow of water against the laps. Parallel lap lines of cap sheet should not coincide with the lap lines of the underlying plies wherever possible. Application must be over and parallel to the underlying roofing membrane. All sheets must be precut Into 12 foot lengths and stacked prior to application. Sheets may be cut In 18 foot lengths in the West Zone only (West Coast exclusive of the mountainous areas). Embed cap sheet in Steep Asphalt applied at the nominal rate of 25 pounds per 100 square feet. Side laps must be a minimum of 2 inches and end laps 6 inches. End laps shall not occur in a continuous line and should be broken by a minimum of 3 feet. Uniformity of the separation of side laps Is desirable for best appearance. All sheets must be firmly embedded In the hot asphalt and be free of wrinkles, buckles, blisters, fishmouths, or voids. End laps must be nailed on all slopes exceeding 1 inch per foot. There are three acceptable methods of application: 1. The 'flop in method involves setting the precut sheet with mineral surfaced side down adjacent to the area where it is to be applied with the lap of the previous course exposed. Solidly mop with Roofing Asphalt the full sheet width to be covered including the lap. The GAFGLAS Mineral Surfaced Cap Sheet should be picked up at each end and at the outside edge, turned over, and set immediately into the hot mopping: 2. The 'fly in' method Involves mopping the full width of the area to be covered and then picking up a precut sheet and setting it Immediately Into the hot mopping. 3. The 'reroll' method involves setting the precut sheet so it is in its exact final position, rerolling It, and then mopping immediately ahead of the roll as It Is rolled in place. Note: Brooming of the GAFGLAS Mineral Surfaced Cap Sheet is desirable In all cases to ensure complete adhesion. Also, in the 'flop in' and 'fly in' methods, tension should be placed on the precut sheet as it is being set to avoid wrinkles or buckles in the sheet. Application of the GAFGLAS Mineral Surfaced Cap Sheet at temperatures below 50' F is not recommended. At temperatures near 50' F, the reroll method with complete brooming will provide the best results. Wind conditions, which may chill the asphalt more quickly, must be considered. Cold Weather Applications Special care is necessary in the application of built -up roofing at temperatures below 40' F. All materials and the roof deck surface must be dry at the time of application. To assure adhesion, care must be exercised to maintain the temperature of the bitumen at 400' F minimum at the point of application or at 20' F above the roofing asphalt's EVT, when supplied. Felts must be installed immediately Into the hot mopping. Mopping shall not precede the roll by more than 5 feet and all felts must be immediately broomed. S; E. FCa. Advancer ig Corp, 18800 N.W. 2nd Avenue 0113 Job Address: f '0 "�� ' - 5.1 C ontractor 1 ®ride 339 69 Process No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II ' BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: (I4 V [ . Manufacturer of Roof System Assembly: 6 -4 Product Control Approval Number: 9 j : /®P'. 0/ System Number from Product Control Approval: cif 4- C 2) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: (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 within the s and list Vat minutatturtr DC each component. DO NOT complete this section if system is Product Control Approved. ) ( 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 S.E. 5r' © Advanced ° fi 18800 N.W. 2nd Avenue 0113 Job Address: / q° 4 `1 3 5 'am°CdifitiMta169 (Check' one of the following) Recover Re -roof: 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) If a recover, is the existing Roof System Assembly - to be used as a bonding substrate ?: Corp. New Construction i 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: /)(6 - 1 of Ply Sheet(s): (Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 6 --4 S Process No. Y N S.Z. Fro. Advanced Roo ng C®Tpo 98300 KW. ,ravo,Fo For i6; i 30,9 39 Job Address: /bgoA; , ?3 5 t Contractor (Type and method of attachment ) Surfacing: ( Type, if applicable ) Flashing Materials: ( Type and method of attachment ) Page-3 Top Ply: 6'x:4( e; e..„w 64-4 vZ L `©t3 4-45/5 c, Built -Up Applications and Modified Bitumen Systems Process No. 5 -- S.E. Fier. Advanced ltpofini Co 13800 i\j.W. 2nc9 Avoniae �� }1 I3 Job Address:/D'[0 � j 3'bilb, IFietfitt69 Process No. r ri r I _ inches W es 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 ".) t z ( s i.4 urf vte acizL Pl Shcet(s): 4 6°6 op Ply: t.4lre =°(.4 Bonding Material: M PA/44_'% Bonding Material: /e , / e 4 //• Fastener / 9 4 ' M4 (t( 4NAar....w .Ma.A.l •• T/' Base sheet• Bondin Material: ({flan Ad u bnb!) Fastcnx. (vw Um:atnw Ivo. ..s& anad.d) Top Insulation Layer: (uwise44) dui aterial: luer S.4.41) fastener: (vim« ...d► .rr«A..) Insulation: Bonding Material: (v i.•l..id) . Vapoe Retarder. Prima: (v. alT4 ev/i DECK; Typ.: Qio C 0 / i - e- Cogs or Thlcbless: / il �f Density. 4! concrete dsc.. Built -Up Applications and Modified Bitumen Systems Page -4 S.E. 51a. o tld:v1;� ncei Zoo irg 9Ir1i N. W. 2nd Avenue 8113 Job Address: /& A; C, 3 51 DiliamP31144WQR169 PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener • Spacing: o.c. Clip Type: Clip Gage: 1�1 1/" Deck Type: Sketch Roofing Componags which make up Roof System Assembly at Perimeter Parapet Walls Insert leaden iadicatitg Roofing Component Hama, dimensions, thicknesses, etc. Include fastener type and spacing used foe wood - blocking attachment en PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page-5 .E. ALCG'V' f')'';l ar 4'W cwpo 1 800 \LW. 2nd Avenue 09113 Job Address: /bIQ - 46 13 Mg F�9 Process No. • PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which maks up Roof Sync= Assembly at Perimeter Edgs with Gravel Stop or Drip Edge. Insert leaders indicating dimensions, thicknesses, etc. Components Campoos rime:, Include fastener type and spacing used for wood. blocking attaehmasL Gravel StopPri Edg Gage: Fasterw sr Spacial; ' o e. CEP Clip Oagd ■10 l ■ Deck Type: 10060 Sketch Roofing Compooents which maks up Roof System Assembly at Perimeter Edge with Ousters Insert leaders indicating Roofing Component names, dimes ions, thic de. Include fastener type and spacing used for wood- blocking aCac}uncn . PERIMETER DETAIL #4: Gutter Detail $uIlt -Up Applications and Modified Bitumen Systems Page -6• S Va. Advanced ofi co 18800 EI.W. 2vol Averwo 0118 Job Address:M � ' F ride cio 3 Process No. r r., PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any'otha' Perimeter Condition which may exisit Insert leaders indicating Roofing Component names. dimensions, thickens s, etc. Include fastener type and spacing used for wood - blocking atisclunant 0 v � � ba f� ba • Sketch Rooting Components which make up Root System Assembly at any 'other' Perimeter Condition which may cxisit Insert leaders indicating Roofing Component names, dimensions, thicks:m a, etc. Include fastener type and spacing used for wood - blocking atU.chment. PERIMETER DETAIL #6: 'Other' Detail Built - Up ApplIcatIons and Modified Bitumen Systems Page -7 Soho gr Advanced *en,' Corp. 18800 N.W. 2nd Avenue €113 Job Address: /6 E Mani. FItAatU60 Process No. Insert Building and Parapet Heights. (If no Paropst (situ. Jntert 'N/A •) Also irucrt applicable information pertaining to the building below. ( See ASCE 7 Fact Shsa Attached ) Exposure Category: Classification Category. (� At Hunicans Oceanlins ?: _ Y Basic Wind Speed at Building location: 110 mph Building Condition based on X of Opatiinp: GROUND LEVEL BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address:/6 L ,4 6 r Contracto ��Q ��' 'n � ® 169 9 S Sketch Roof Plan indicating all dimensions, any slopes, roof drauu, crickets, a roof lop equipment Also insert variable labeled 'a which indicates perimeter and comet dimensions per Chapter 23 of the South Florida Building Code. (Sea AS10E 7-88 Fact Sheet Attached) 3 i. 5c; Ar BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumcn Systems Page -9 rocess No. J.E. Fr Advanced 18800 N. W. 2nd 'Avenue eo :7 L(2 Job Address: /0'{-0 6 (IS S'i Mir t tofittgaD0a16R Process No. eviewed Details?: Notes: — FOR PLAN EXAMINER ER USE ONLY — goof System Assembly Product Control Approved: -- Y N If NO note any deficiencies: Design Pressure Requirements: . Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: • Page-10 ry Built -Up Applications and Modified Bitumen Systems Y N Job Address: /OW AI f q 3 51 Cont a f' Florida 33169 Process No. Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner - PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) s� Job Address / ft2 �/ St Tax Folio 1/ ✓ � - 3 0;® Legal Description /,;?, q o I gpf Master Permit # ._%// -771- C �Z 0 Owner / Lessee / Tenant Owner's Address /Q/M' phone Contracting Co. � �� Address /, Qualifier ®"3"® &24) 44 r'r " SS# - - phone State# Competency# Architect /Engineer Address Bonding Company Address Mortgagor Address WORK DESCRIPTION Signature of Owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: * * * * PERMIT FEE: APPROVED: Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Square Ft. Estimated Cost P,02 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner Builder Date: Notary as to Contractor or Owner - Builder My Commission Expires: * * * * * * * * * * Fire Other Zoning Building 010 1 Electrical Mechanical Plumbing Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statt:s, ui 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. Os.•ncr's Name and Address � f /Q So f lZ-u .T _ NtrS‘v -._ - Street—liar; ' Sr. .- Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision /b / / -b 4/1) Street and Number where work is to be done State work to be done and purpose of building (by floors) Ncw Bui!ding Remodeling To be constructed of Estimated Total cost of improvements $ Permit No. Disapproved _._... _ Date. (Signed) Date Building Inspector NOTE: A charge of $1.00 will be made for the Pl )1o.trd. A re-inspection fee of $1.00 will be charged materials and /or workmanship. 2 c,5 been 6O Chairman Merr,ber Member _.... - -....._..._. �...._....... Council Approved Date Date..- _ -. -_-i !� 3 FAG 5772 T7� iLt e 0 Addition Repairs " No. of Stories Kind of foundation Roof Covering._.._...( - Amount of Permit $, Zone cubage required plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices ith reference to the building and its construction may be sent to.. 3QOTO. /- cu L /3 -e j .1( E3L • sass 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 ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by bins in the work to be performed under this permit; and will post or cause to be posted for 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 sub pntr gCtors, o rk to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) Read, Sworn to and Subse A.cr U✓id. b • , PLANNING BOARD DATE add for no other purpose. STATE OF FLORIDA, I COUNTY OF DADE. ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- &r/ z /,G) peared rr _ J-I A r C e -5 P° 0 7-- c Ai 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. before me. Yvetto Antrwo Pre Notary Pu IN,CStalf . 1iiid9tTE OF' FLORIDA y Commission Ex. re a bltC My COft71't Exp7/�9/94 BONDED Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty IT APPLICATION FOR MIAMI SHORES VILLAGE ��- Date i t' -1 Job Address /0 VO Not 73 Legal Description �- Owner / Lessee / Tenant Jet / , P4/241 Owner's Address /C /O /1/i 93 „:5 Contracting Co. 4c/C5 d eid69/ Qualifier -Z-i45 /7/i!, 9 State #R00375 V /Municipal # Architect /Engineer Bonding Company Mortgagor Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION i• . ; _ W Square Ft. 1 2 0 0 Sign Date re of owner and /or Condo President Notary =s to Owner and /or Condo Pre dent My Commission Expires:,, -7 .,�. en John A Molluzzo My Commission CC633625 Expires Apnl 25. 2001 ** * * * *' * * APPROVED: Zoning Mechanical ss # FEES : PERMIT (00,00 RADON C.C.F. / / , 2 , 0 ,,O NOTARY Folio Phone Master Permit # Phone Address `3:40/ 3 ki W.) 4d iVelg4A 4 d 6) t s Competency tin 6 'S 42 �' 1 /, Ins .Co Address Address r Address NOTICE TO OWNER: YOU MUST RECORD A NICE 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 compl� ce with all applicable laws regulating construction and zoning. Furthermore, I ize the abovde -named contractor to do the work stated. Buildin Plumbing OOFING PAVING FENCE SIGN ca Estimated Cost(value) /6 6Z Signature Date: Owner- Builder Notary as to Contractor o Owner -Bui 'er My Co fission Expi Jon nAMo;uzzo ¢i' M ,y Camm ss:on CC6336? ^; ` ` ,a '_npm Apnl 25 201' * * * * * _3S0.00 * Y TOTAL DUE ,,3 / 2' O Fire Other l ec rical Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof A' Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of-Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation • c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: X 21, (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: X ?1 (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X1, (Aerodynamic Multiplier): ) - M = M PCA: Page -2 or ss e), ; oid t ne,' ,.�i le)r )9r el ;" ale); indy min hane• ule); e) or ROOF COVERING MATERIALS (TEVT) ROOFING. SYSTEMS (TGFU)— Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of quberoid Torch" (smooth or granule), "Ruberoid Torch Plu ;" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 . Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). ; ; Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. . Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, E... hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place... . Membrane: "Ruberoid Torch FR" (granule). • 1. Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq pr GAF Weather Coat Emulsion at 3 gal /sq. 13..Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. ?;; Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", • hot mopped in place. ;,b i Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or 6" hot mopped in place. I: Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 34, Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass :..fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or LOOK FOR MARK ON P ODUCT • ,�� g(00 CO C d ROOF COVERING MATERIALS (TEVT) 137 \ ROOFING SYSTEMS (TGFU)— Continued GAF Fibered Aluminum Coating 'at 1 -1/2 gal /sq. 15. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base. sheet, hot mopped or mechanically fastened. • Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, , . urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 . Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule).. 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). . 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS 475" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Class B -Fully Adhered 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of GAF G -1, G -2 or•G -3 base sheet, hot mopped or mechanically fastened in place. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus (granule) "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule).: Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal /sq. 2. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ , urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name o c y A S Y e// Job Address: � ! 0 G /o /ll t 93 S ROOF ,V Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Sct Tile) TT (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) • ❑ (Other) ROOF TYPE ` A New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 3 Ou Sloped Roof Area (ft') 0 Total (ft') 36 0 Master Permit No. Exposure category (per ASCE 7 -88):. Building Classification category (per ASCE 7 -88 table 1): • Ft. Ft. Cg /Js 3 c/ CsaC'IZTt /"x -'6MY< Deck type: 0 0 4)( DETAIL I & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 'ATTACHMENT Fastener Typeligs/ d/ ' j/0445 SPACING t1 d- Atz k ol Field> /.. Perimeter:6 Corner. 2k/2a X 3 24 6, E r r r r L' I ROOF PLAN 123.01.78 096 • Page =1' Insulation Fastener Fastening Fasteners Fastener Top Layer Type • Detail No. Per Board Density (see PA 117) Approved Type(s): Any of the insulations listed for Base Layer, above. Approved Type(s): Paroc Minimum: 3 /." x 4' x 4' N/A Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification Maximum Slope: Specification No.: -45psf 1:12; see General Limitation #3. N/A Class 'A'; see General Limitation #2. Page 21 of 62 Product Control No: 97 0804.16 N/A N/A Apply top layer of insulation in a full mopping of any approved mopping asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq.. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima TM GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly 6 GAFGLAS® STRATAVENT® Perforated laid dry, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; (See General Limitation #4.) (Optional) One, two or three plies of GAFGLAS® Ply 4® or GAFGLAS® Ply 6® or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies ply of RUBEROID MOP Smooth, Ruberoid® Mop Granule, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® Mop FR, RUBEROID UltraClad 30 or Ruberoid® 30 FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional, required over RUBEROID MOP Smooth) Install one of the following: I. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. 1-0-2-20/MG, 1-0-2-20/MGFR, I- 0- 2- 20/MGPFR, I - 0 - 2 - 20/39,1 2 0FR,1 I - - MG, I- 1-I-MGP, I-1-1-MGPFR, 1-1-2-20/30, 1-1-2-20/MG, 1 -1 -2!7 /IMP, I-1-2-20(MGPFR,1-1- FiZuloaga, Roofing Product Control Examiner