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499 NE 102 St (5)Date 05/3d/2002' Job Address °wads Address . 499 N.E. 102 Street Miami Shores i�- t•.! h!. / '0G Signature of owner Notary as to s ea and/or Cond My Commission Expires. FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ti ° ''•• MARYLOU HERNANDEZ N,a I MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 ° 44 • . 4,10 Bonded Thru Notary Public Underwriters RADON 499 N.E. 102 Street Date Tax Folio Legal Description Historically Designated: Yes No )) � owner/Lessee Tenant Mary Toomey Master Permit # - T ` O ' () , R Contracting Co Quality Roofing Contractor, Inc. Qualifier Carlos Arocho SS Phone (305) 759 -0529 Address 13800 N.W. 1st Ave. State # RC0058627 Municipal # c ompetency # 000017889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Repair leak on S.W.front section of tile roof. Seal the edges at rear of flat roof. Square Ft. Repair Estimated Cost (value) $1,000.00 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 (I+' 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 9t3 4e: ..4 Signature Signature of Contractor or Owryer-Builder Date i /ol-- No as to Co tor o� Owner- Builder Date �Y - _ My Commission Expires: �'� TA'"• MARYLOU HERNANDEZ _: "! :.: MY COMMISSION # DD 060579 fiat EXPIRES: October 10, 2005 , f ,t; Bonded Thru Notary Public Underwriters C.C.F. / QOTARY BOND Phone (305) 751 -0382 APPROVED: TOTAL DUE Zoning Building / Electrical Mechanical Plumbing Structural Engineer D Name Address Compan Phone # For Inspector: Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp /f Permit No. Tif 6 Time P-e-Fc t. High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Section A (General Information) Process No. Contractor's Name 0(An L4 ' ROQ • kV - 1C) ()Ord-al.-a-2) rr2u Job Address y c o k) E 0. s} k e 1 ROOF CATEGORY ❑ Low Slope .❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood' Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re - Roofing ❑ Recovering bd" Repair ❑ Maintenance ROOF SYSTgM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. i 11 1 — - '''( •1 ' i : .. i l -.1...... .L.i.- .--t- :-.: i • - i- 4 1-- I H I Lir' l ; LE H; c r ; . crr ....i. ;...T. — .. ....... t i 1 -1...!_[...1. : ,....___!.... t .. _L ...!. .1../....,...i.......r.t ......... Li E.........! i , , ' r ....• . : . • . ' .r; .1 .:_i_l. 1.1 - ..i. - .F.I . . L__,�E r � r 1� ii -L i i r-, r_t i'1 • 1' . 'I -i - l 1 _ _ .. ' _' 'i --Lrr _ �LL� 1 ..;_,! 1 - 1 . { C T I- _ .. � ! -L i i 1 1 1 4-Er F ern -1--r-5 T-r -r - • 1 �.� SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1 _1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing .system meets the wind resistance and water intrusion. performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. gr 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ved from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 1 5. Poncling Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 1 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. tar J Owner's/Agent Signature 0D000IC •Msnp'LOCALS- 1 15:1A.4 5 /31 / �2 ��-�- Date Contractor's Signature Miami Shores Village 10050 NE 2nd Avenue Permit Status: Signed: --fsmnEd Building Permit Permit Number: BP2002 -1034 Phone: 305 - 795 -2204 Printed: 6/4/2002 Applicant: MARY TOOMEY Owner: TOOMEY MARY JOB ADDRESS: 499 NE 102 ST Contractor QUALITY ROOFING CONTRACTORS INC . Contractor's Address: 13800 NW 1 AVE .Local Phone: 305 - 751 - 0382 Parcel # 1132060170850 Page 1 of 1 Legal Description: 6 53 42 PB 15 -14 MIAMI SHORES SEC 4 AMD PLAT E1/2 OF LOT 23 & ALL Fees: Description Amount FEE2002 -3141 CCF $0.60 FEE2002 -3142 Building Permit Application Fee $60.00 Total Fees: $60.60 Approved Permit Expiration: 12/1/2002 Construction Value: $1,000.00 Work: REPAIR LEAK ON SW FRONT SECTION OF TILE ROOF. SEAL THE EDGES AT REAR OF FLAT ROOF Total Fees: $60.60 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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. (INSPECTOR) BY: 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 responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: QUALITY 'ROOFING CONTRACTOR, INC. 13800 N.W. 1ST AVENUE • MIAMI, FL •33168 -4849 PAY TO THE ORDER OF DATE -& `Ca M , 41 ,- 114-4.: S/ i4� eii I .9 i $ /('/ LARS 8 BankofAmerica N. 10:1_ ST NO( nl 10! 3T, FOR 3 )Zel'1ZLw 117 JJ• a) ACH R/T 063100277 . I°04 7 3 b 3'i' 1:0 00 15 9 5 300 2 t. 17313 63 -4/630 FL 1348 Date 4 -6 -94 Job Address 499 N. E . 102 Street Tax Folio 300G, 17 ©2��" Legal Descriptio Owner / Lessee / Tenant Owner's Address Contracting Co. (uO /f1)' RaeC,N9 zA4J/ra , -- ix,, Address c5 / NW 99 t5 1 Qualifier CAr /D S Aric,4iJ 75/ g State # f C 005 # a 0", cab/ Competency # /7 is 9 Ins.Co. Address Architect /Engineer • Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGt WORK DESCRIPTION Tear off flat roof to T deck, tin `'Ar baoc shCCL felt, install metal eaves around eave of flat deck , mop on with hot as halt 1 - Signature of Date: y- g- APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 499 N.E. 102 Street Phone 759 -0527 6 Sq. Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO D( SO MAY OBTAIN FIN IN YOUR ANCING, CONSULT TWICE ITH YOUR LENDER OR AN ATTORNEY PROPERTY N BEFORE REC0RDINGY0U TO OBTAIN FIN NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, an on the attached addendum (if applicable). I certify that all work will be performed to meet th permits are required OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil be done in compliance with all applicable laws regulating construction and zoning. Furthermore, authori e the abo contractor to do the work stated. Notary as t• Owner My Commission Expir Mary Flynn er and /or MARYLOU HERNANDEZ MY COMMISSION # CC 524212 EXPIRES: October 10,1997 Bonded Pau Notary Pubao Underwriters ado President PEES: PERMIT JKOr RADON Master Permit 0 34;6576 Estimated Cost(value) $ 1,500.00 Signature of Contractor or Owner Builder Date • t.(.- S( 5 y •%1 is i S • MARYLOU HERNANDEZ MY COMMISSION B CC 924212 I "'' 1 EXPIRES: October 10, 1997 ,N, Bonded Thu No Public U tars Notary as to My Commission C.C.P. /40 NOTARY TOTAL DUE .14 Other Fire Zoning Building Mechanical Plumbing Engineering actor or Owner ** Electrical • • Manville • Roof Finders Index - SBS Modified Bitumen Specifications Number of Plies Type of Felt 2 3 Surface Regions MB Cap Sheet Al MB Cap Sheet Al MB Cap Sheet Al Gravel Al Gravel Al Gravel Al MB Cap Sheet Al MB Cap Sheet Al Gravel Al Gravel Al Modified Bitumen SBS Membrane Roofing Systems Specifications G Fiber Glass C Composite Specifications for Hot Asphalt Applied Modified Bitumens N N Type of Substrate Type of Surfacing N Nailable G Gravel Insulated and /or Non - Nailable . ,Protected • D , Modified Bitumen. (MB) Cap Sheet Deck Roof Type Slope • Composition 1 /4" -3" Two Ply Felts, MB Cap sheet '/4 " -3" Two Base /Ply Felts, MB Cap Sheet '/4" -3" Base Felt, Base /Ply Felt, MB Cap Sheet, '/4 " -3" Two Ply Felts, MB Sheet =- ''"'°; '/4 " -3" Two Base /Ply Felts, MB Sheet ' /e " -3" Base Felt, Base /Ply Felt, MB Sheet 1 /4 " -3" Base /Ply Felt, MB Cap Sheet 1 /4 " -3" Base Felt, MB Cap Sheet ' /4" -3" Base /Ply Felt, MB Sheet '/4 " -3" Base Felt, MB Sheet 07500 /MAN BuyLine 5318 Specification Number 3CID /3GID "3CID /3GID (Alt) 1 3CNID /3GND , 3CIG M T 3CIG (Alt) 3CNG 2CID /2GID 2CND /2GND 2CIG /2GIG 2CNG /2GNG Specifications for Cold Adhesive Applied Modified Bitumens - Adhesive substitutes for asphalt used in above specs. Squeegee Method use specification designations above and below with the suffix " -C ". Spray Method use specification designations above and below with the suffix " -C ". Protected Protected Protected Protected Protected All All All All All N Application of SBS Modified Bitumens Manville Roofing Systems SBS Products are installed using hot asphalt or special cold adhesives. Manville Roofing Systems does not recommend torching or heat welding these products nor the use of solvent based adhesives for bonding the membrane to the roof. However, traditional solvent based roofing cements can be used, with a fiber glass mesh, to strip -in laps and other terminations as long as the mastic is not placed under the sheet. This will allow the solvent in the adhesive to flash off rapidly and not degrade the modified bitumen blend. SBS materials are frequently installed over traditional asphaltic base and ply felts which are applied using typical built-up roofing techni- ques. However, the use of SBS modified bitumen base felts is becoming more common and these products should be installed using the modified bitumen application techniques described in this section. (Spec ID) - C (Spec ID) - C Specifications for Protected (IRMA) Roofing Systems 1 /4" -3" Two Ply Felts, MB Sheet 3CIP '/4 " -3" Two Base /Ply Felts, MB Sheet 3CIP (Alt) 1/4 " -3" Base Felt, Base /Ply Felt, MB Sheet 3CNP 1 /4 " -3" Base /Ply Felt, MB Sheet 2CIP /2GIP 1 /4" -3" Base Felt, MB Sheet 2CNP /2GNP The three specifications shown here for built -up roofing systems are examples selected from a more extensive compilation of Schuller published specifications. These examples, all of which form the basis for an effective roofing system, include a range that progresses from a basic roofing specification, to an upgraded specification, to a premium specification that represents the ultimate in roofing performance. This range of roofing specifications is differentiated by materials, overall cost and guarantee coverage. Hot Asphalt Application The installation techniques for SBS modified bitumens in hot asphalt are similar to those used for built-up roofing. The sheets must be placed . in a full mopping of hot asphalt, firmly and uni- formly set, without voids and with all edges well sealed. There are, however, a few unique conditions that the applicator must be aware of when installing these materials. The temperature of the asphalt at the point of application is very important and it differs from the requirements for built-up roofing. The asphalt must have a minimum temperature of 400 °F or be at or above the EVT, whichever is higher, when the sheet is set into it. This will cause the back coating to remelt or "flux" assuring proper bonding to the substrate. Various physical properties of asphalts can affect the performance of the roofing system. An asphalt that is too soft can result in slippage of the membrane or flashing. An asphalt that has a low 23 Manville EVT may not be heated adequately to provide the bond desired. Schuller qualifies asphalt sources throughout the United States and recommends that one of these approved asphalts be used to assure compatibility with the SBS products. There are several application techniques that can be used when the asphalt is installed by mopping. The modified bitumen can be rolled, scrolled or flopped into the asphalt. Regardless of the application technique employed, it's crucial that the modified bitumen sheet make intimate contact and imbed in the hot asphalt. This can be accomplished by lightly brooming the modified bitumen sheet immediately after it has been installed. It is also good roofing prac- tice to 'walk in" the side and end laps to assure that they are completely sealed. When rolling the modified bitumen into the asphalt the mechanic should attempt to mop no more than 6' in front of the roll to assure that the temperature of the asphalt doesn't cool and fall below the prescribed temperature. If the asphalt is allowed to cool too much, an inadequate bond may result. In addition, the asphalt's viscosity increases, which can result in a wavy appearance or excessive quantities of asphalt, which can increase the potential for slippage. When using this application technique, brooming of the modified bitumen is especially important at the end of the sheet where there may not be sufficient weight from the roll to provide the necessary pressure to force the membrane into the asphalt. The scrolling technique is also used by many mechanics. This technique was originally used to allow the modified bitumen sheet to relax and reduce some of the wrinkling and shrinkage associated with the early modified bitumen products. Although, this is not required with fiber glass and fiber glass /polyester composite rein- forced products, this method is occasionally used. The modified bitumen roll is completely unwound, usually turned upside down, and allowed to "relax ". After the sheet has warmed allowing the desired amount of relaxation, it is then turned right side up, placed on the roof in the area where it is to be installed and re- rolled or scrolled from both ends. The product is then mopped into place using the same mopping techniques and precautions described for rolling the product into place. 24 SBS Membrane Specifications Another application technique called "mop and flop" is used a great deal in the western portion of the United States. The modified bitumen sheet is cut to short lengths usually half sheets, between 12 and 16 feet long. It's placed upside down, adjacent to the roof area where it will be installed along the laying line of the preceding f sheet. The entire area to be covered by the sheet is then mopped with hot asphalt as well as the lap area of the upside down sheet. Mechanics then pick the sheet up by the ends and "flop" it, right sid up, into the hot asphalt, making certain to align it with the asphalt line created by the sheet itself. Again, brooming the sheet is recommended. Frequently, the asphalt is placed using a mechanical asphalt , spreader which can increase productivity. This is especially true witt the "mop and flop" technique. Some contractors have found that installing the material with a felt layer also improves their production All of the Manville SBS membrane products are produced either 361 or 37" wide and can be used with virtually any domestic felt layer. r. This is not always an altemative with competitive materials, most i manufacturers produce their products in metric widths, one meter wide, which typically cannot be used on domestic felt machines. SBS modified bitumens require special application techniques whehh they're being installed in cold weather. The following precautions ;1 {_,. should be taken when the ambient temperature drops below 50 °F II and are mandatory below 40 °F: A. Modified bitumens should be kept warm or warmed prior to ,! installation. Store these materials indoors or in heated storage �i units or warming boxes. If these facilities are not available, placing the materials in direct sunlight may help. Make certain • that modified bitumen rolls are stored on end only, when in roll ,, form do not store laying on their side. B. The mopping asphalt must have an EVT which will accommo- it date a minimum mop temperature of 400 °F, however, 425 °F i5 preferred. This will improve the likelihood of fluxing the back coating on the sheet and the probability of an adequate bond. jj. C. When the rolling or scrolling techniques are used, the asphalt ,I, must not be mopped in front of the roll more than 4' and the asphalt must not be allowed to cool before the sheet is laid inti it. In cold temperatures asphalt will "skin" over rapidly which wf prevent adhesion of the membrane. D. When the conditions are extreme, below 40 °F, these precau tions may prove to be inadequate to achieve a smooth install' tion. If prevailing conditions demand that the job continue, the* rolls must be heated or completely unwound and allowed to :f warm for 12 to 15 minutes or until there are no apparent 'wa in the sheet. This should be done with the darkest side of the sheet up. The sheet may then be installed using rolled, scrol' or "mop and flop" techniques. Note: The "mop and flop" technique has proven to be very effe in these situations when short lengths of material are set in asphalt applied with a mechanical spreader. Schuller has developed a unique adhesive, MBR Bonding Cem for use with SBS Modified Bitumen Membrane Products. It can used as a direct substitute for Types III and IV asphalts used in h! asphalt specifications. Schuller does not recommend the use; f 31 .1'0" s -r II 1 . Manville a cutback asphalt mastic under any SBS Modified Bitumen Products. MBR Bonding Cement is a two component elastomeric adhesive, consisting of a base material and an activator. It is ideal for applications where hot asphalt is prohibited, not desirable nor practical. In this system, the adhesive is mixed on site, applied by squeegee or spray techniques. Subsequently one of the Manville Modified Bitumen Sheets is laid into the bed of adhesive. Partially adhered specifications are not recommended with this material. The adhe- sive will set within 20 to 40 minutes, depending on the temperature, holding the modified bitumen in place, and will cure in 2 to 4 hours into a tough, durable, and highly weatherable rubber film. As in all Manville Roofing Systems, design and installation of the deck and/or roof substrate must result in the roof draining freely to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be guaranteed. There are several applications and health safety precautions that must be taken when using these materials. They are as follows: A. Manville MBR Cement Products are significantly different from the adhesive materials used for built -up roofing. The mechanic must use a great deal more care since these adhesives are prepared on the job site. Roofing contractors must advise their crews to precisely follow all storage, handling, preparation and application instructions. Manville Roofing Systems will not accept responsibility for any use of these products that does not comply with the instruc- tions printed on the Cement Base container. B. MBR Bonding Cement Base is combustible and may cause eye, skin and respiratory irritation. Read container label and follow all safety instructions. C. MBR Cement Activator vapors are harmful and will cause irritation to respiratory system if inhaled and may cause allergic reaction. Read container label and follow all safety Instructions. D. WARNING: Avoid contact with skin: Use impervious clothing and rubber gloves to avoid prolonged or repeated contact with skin. If operating conditions create high airborne concentrations, the use of a NIOSH air - supplied respirator is required, and adequate ventilation. Use tight and well sealed goggles or a face shield and safety glasses. Keep containers closed when not in use. E. MBR Cement Activator must be stored indoors in an area maintained above 60 °F or crystallization will occur. To correct this situation the product must be warmed. Refer to the MBR Cement Fact Sheets or the package label for the precise procedures. The following equipment is necessary for the safe and efficient preparation and application of Manville MBR Bonding Cement. Safety and Personal Hygiene Equipment: The following items should be available for, and used by, every workman: A. Impervious rubber gloves, 1 pair for each workman. B. Rubber or plastic apron, 1 for every person mixing. SBS Membrane Specifications 07500 /MAN BuyLlne 5318 C. Organic cartridge respirator mask; air supplied respirators are required for some applications. D. Chemical safety goggles, 1 for each man mixing or spraying. E. Soap and water. F. Hand Cleaner. G. Supply of clean rags. H. Solvent, paint thinner, or mineral spirits. I. Portable fire extinguisher. J. Squeeze bottle filled with clean water for use as eye wash. The following items may be required at the job site to protect the installation and surrounding areas during application. A. Heavy wrapping paper or suitable protective sheeting. B. 2" wide masking tape. A. Jiffy Mixer Model PS. B. ' /i' Electric drill motor and power source. C. Plastic, graduated, container for measuring activator and base material. (Some of the items listed below are optional, depending on whether squeegee or spray application is used.) A. 3 /16" saw tooth squeegee. B. Binks "Hawk 4L" Spray Unit to fit 5 gal. pail and Type 7E2 spray gun with 47 x nozzle with 25 feet of 3 /4" fluid hose and 25 feet of 3 /6 " air hose. C. 125 cfm, 100 psi air compressor and hose. D. Clean 5 gallon metal pails. E. Solvent, paint thinner or mineral spirits. F. All tools normally used in the application of BUR roofing materials. MBR Bonding Cement is prepared on site by adding specific amounts of MBR Cement Activator to MBR Bonding Cement Base and mixing thoroughly. The adhesive is prepared in the MBR Bonding Cement Base shipping container, a 51/2 gallon pail, with the use of a Jiffy Mixer mounted on a' /i' electric drill motor. The container of MBR Cement Activator is packaged to provide exactly the correct amount of material necessary to react with the contents of the MBR Bonding Cement Base pail, 4'/2 gallons. The Activator is heavier and has a lower viscosity than the base material. To produce a complete mix, the Activator must be poured slowly into the vortex caused by the rotating mixer. IT MUST NOT BE DUMPED IN THE PAIL IN ONE MOTION. The mixer should be moved about the pail in an up- and -down and side -to -side motion. The mixing is complete in about 3 minutes. Do not over mix! The mixed adhesive has a pot life that is dependent on temperature. The mechanic will have to use the mixed material in approximately: 40 minutes at 50 °F. 30 minutes at 80 °F. 35 minutes at 60 °F. 25 minutes at 90 °F. 35 minutes at 70 °F. 20 minutes at 100 °F. The mixing of individual pails of adhesive should be timed so that one can of freshly mixed material is ready for the application crew. Mixed adhesive must not be stockpiled, as the material may cure to an unworkable viscosity before the application crew can use it. 25 Manville Although not recommended, mixing of quantities smaller than a full pail may be required. Using a clean container mix the MBR Bonding Cement Base and MBR Cement Activator using the following ratios: MBR Bonding Cement Base MBR Cement Activator Substrates The surface on which the modified bitumen membrane is to be applied should be one of the Manville roof insulations (UltraGard ®, Fesco ®, Fesco Foam ®, Fes -Core® or 1 /z" Retro -Fit® Board) or an approved substrate. Poured and precast concrete requires priming with Manville Concrete Primer. The primer must be completely dry before adhesive application begins. The finished surface must be clean, dry and smooth. Squeegee Application of Adhesive The simplest way to apply the adhesive is by pouring the mixed adhesive on the substrate and spreading it with a or maximum 1 /4" saw toothed squeegee. The same techniques that are outlined in the following are applicable to traditional base sheets, ply felts and modified bitumen sheets. Starting at the low edge of the roof the mixed adhesive is poured onto the area where the sheet will be installed. The adhesive is spread along the roof in a width slightly wider than the sheet. The sheet is then rolled, scrolled or flopped into the adhesive. It must be firmly and uniformly set, without voids, into the adhesive. Brooming is recommended to assure embedment. Repositioning or straight- ening of the sheet can be accomplished after it is completely laid out. Spreading of the adhesive is continued along the roof. The adhesive for the following sheets is installed in the same manner, however, the adhesive is applied to the last 4" of the preceding sheet to form an end lap. Subsequent courses are applied in the same manner as before with the adhesive being spread onto the lower course in the selvage edge area to seal the side laps. It is recommended that all modified bitumen sheets be unrolled, placed upside down and allowed to "relax" for approximately 15 minutes prior to starting the adhesive application. This will permit the sheet to lay flat and should eliminate the formation of creases and fish mouths. Spray Application of Adhesive Safety Precautions: When spraying in an open area, with ade- quate ventilation, the spray crew should wear a face shield and an air supplied respirator. When spraying in an enclosed area, adequate ventilation must be provided, i.e., with blowers, fans, etc. In addition, the spray crew and any other personnel working in the area must be provided with an air supplied respirator. Ground the spray equipment electrically, to prevent the build -up of static electric charge that could spark and cause a fire. Spray application of MBR Bonding Cement is possible using a Binks, Hawk 4L Unit, however, the material must be handled with care or the mechanical equipment can become severely damaged. 26 By Volume By Weight 1.0 Gal. 1.0 Ib. with with 0.08 Gals. 0.1 Ib. (9.8 fl. oz.) (1.6 oz.) Modified i jCutri yt SBS Membrane Roofing Sy'sieri - i Specifications Pour a minimum of 3 gallons of solvent (paint thinner or mineral spirits) into a clean 5 gallon pail and set the pump into it. Connect the hoses, take the air cap off the gun, and with the atomizing air pressure turned off, pump solvent through the gun and back into the pail. This will clean the lines and assure that the hose pump and gun are working properly. This will also lubricate the hose retarding the build up of adhesive on the inside. When equipment set -up is complete, adjust the atomizing air pressure to about 40 psi and replace the air cap on the gun. Similar techniques should be followed for comparable equipment. Consult spray equipment manufacturer for recommendations on the use of this adhesive with their machine and guns. Adhesive Spraying: Using the same lay -up procedures prescribed in the squeegee application method, employ the following spray techniques. Place the pump on a freshly prepared pail of adhesive and purge the system of solvent, spraying in a waste pail. When the adhesive begins spraying, move to the application area and coat the substrate in a width and length slightly larger than the first sheet being applied. The adhesive should be sprayed to provide full coverage of about 30 mils thickness. Once the area has been sprayed, the sheet may be rolled, scrolled or flopped into the bed of adhesive. The end laps must be sprayed to create a seal when the subsequent roll of roofing material is installed. The spray crew should continue to progressively spray more substrate while additional personnel are laying and positioning sheets. Freshly laid sheets should be shielded from the spraying operation to prevent over - spray. Over -spray will not adversely affect the performance of the roof but may detract from the aesthetics of the system. Upon completion of laying the first course of material, the next course is laid in a similar manner. Adhesive must be sprayed on the selvage edge of the preceding sheet to seal the side lap. For mine- ral surface products, the working sheet can be used as the shield for the preceding sheet by laying it upside down on the preceding sheet aligned with the laying line. Then, when the spraying opera- tion has moved away, the shielding sheet is flopped over into the bed of adhesive. Depending on the ambient weather conditions on the roof (tempera- ture, sunshine, etc.) the spraying operation must be periodically interrupted to purge the spray equipment. This will prevent a build- up of partially cured material in the hoses, pumps or gun. It is recommended that after spraying 5 pails of adhesive that the following operation be performed. Remove the air cap, turn off the atomizing air, place the pump on a pail containing solvent (the same one used to originally purge the system), cycle the solvent through the system until the equipment is cleared. The submerged sections of the pump should be cleaned at this time, also. The frequency of the procedure may be slightly extended on cool, cloudy days, to 6 pails up Immediately upon completion of work, dean the mixing, pumping, and spraying equipment and other tools. The mixing equipment and tools are deaned by wiping down with solvent soaked rags. Protective dothing and rubber gloves must be worn for this operation. With "used" solvent, wipe down the outside of the pump thoroughly. Note: Once the MBR Cement has set up, the solvent will no longer remove it. Place the pump in the used solvent, and with the air cap removed and the atomizing air pressure off, circulate solvent through the pump, hose and gun for a minimum of 5 minutes. Manville • • Using clean solvent, wipe down the pump. Push the lower ball valve up and look at the ball to see that it and the cage (the area in which the ball moves) are properly cleaned. Wipe off thoroughly before placing the pump in the clean solvent. Hold the gun over the waste solvent pail and pump clean solvent until clean solvent comes out of the gun. Then clean the gun, hose and pump thoroughly once more with the clean solvent. For trouble -free spraying with this material, it is essential to do a thorough cleaning job. For equipment other than that described in these instructions similar procedures will be required. Contact the equipment manufacturer for recommendations on what additional or different instructions are required for their particular piece of equipment. Dispu -:al Information MBR Bonding Cement Base that has been fully reacted with MBR Cement Activator, can usually be disposed of at a licensed landfill. MBR Bonding Cement Base is considered a hazardous waste. Disposal must be in accordance with local and state regula- tions. If possible, react any remaining material with MBR Cement Activator and it can usually be disposed of at a licensed landfill. 07500 /MAN BuyLine 5318 MBR Cement Activator is also considered a hazardous waste. Disposal must be in accordance with local and state regula- tions. If the material is reacted with one of the MBR Cement Bases, disposal can be as recommended for MBR Bonding Cement. If this is not the case the material can be neutralized using a 90% water, 8% ammonia and 2% detergent solution. Containers must be left open for at least 48 hours to allow any CO gas evolved to escape. The resulting solidified waste can then usually be disposed of at a licensed landfill. _..M irttFS MBR Bonding Cement Base containers when empty, contain combustible and harmful vapors and residue. Do not reuse the container or remove the labels. Follow all of the label warnings even when the container is empty. Disposal of container should be in accordance with applicable regulations. If the residue is of fully reacted material the container can usually be disposed of at a licensed landfill. MBR Cement Activator containers should be neutralized with the solution described in the disposal portion of this document. Decontaminated containers must be left open for at least 48 hours to allow any CO gas evolved to escape. Containers can then be disposed of at a licensed landfill. 27 Manville Starting at the low edge of the roof, roll a full width sheet of modified bitumen (DynaKap, DynaKap FR, DynaGlas or DynaGlas FR) into a full mopping of asphalt. The following sheets are to be applied, in the same manner, with 4" side and end laps over the preceding sheets . Install all felts so that they are firmly and uniformly set, with- out voids, with all edges well sealed, into the hot asphalt applied just before the felt at a nominal rate of 23 lbs. per square. When installed over insulations, more or less than 23 lbs. of bitumen may be needed due to the insulation's absorbency. The asphalt temperature should be a minimum of 400 °F or at the Equiviscous Temperature (EVT), which- ever is higher, when the felts are set into it. This higher temperature maximizes the bonding of the modified bitumen sheets. For alternate and cold weather application techniques refer to our Modified Bitumen Roofing Systems Product and Specifi- cation Manual or Industrial /Commercial Roofing Systems Manual. Asphalt should meet ASTM D 312 requirements. Never heat the asphalt above the Flash Point (FP). Heating above the Finished Blowing Temperature (FBT) should be strictly regulated and never allow for more than 4 hours to preclude asphalt degradation. If the EVT is not available, heating guidelines are as follows: Asphalt Type Heating Application 190 °F, Type III, Steep 500 °F 400 - 475 °F 220 °F, Type IV, Special Steep 500 °F 400 - 475 °F On decks with a slope over 1 /2" per foot the roofing felts must be installed parallel to the incline and must be nailed. Pressure treated wood nailers should be attached to the deck, run perpendicular to the incline, be capable of retaining the nails securing the roofing felts, have the same thickness as the insulation, and be at least 3 wide. Wood nailers should be provided at the ridge and at the following approxi- mate intermediate points: Incline Nailer Spacing (D) Type of Asphalt 0" - t / I/2" - 2 ' 2" - 3" Not required 32' (max.) face to face 16' (max.) face to face Type III or IV* Type IV Type IV * Consult with Manville Roofing Systems District Technical Services Specialist regarding projects in hot climates as Type III asphalt may not be permitted in some areas. Specihication 2C10 / 2G6D 07500 /MAN BuyLine 5318 Cut the modified bitumen cap sheet to conform to the nailer spacing. Nail the end lap across the width of the sheet, with the first nail spaced 3 /4" from the leading edge of the sheet, and the remaining nails spaced approximately 8 o.c. The nails should be staggered across the width of the nailer to reduce the chance of the sheet tearing along the nail line. Nails must have an integral 1" (min.) diameter cap. Where capped nails are not used, fasteners must be driven through caps having a 1" (min.) diameter. Nailers must also be used around the roof perimeter, open- ings and penetrations, for nailing felts, gravel stops, roof fixtures and fascia systems. . 4" Lap • • . 4" Lap • . — DynaBase, DynaPly, GlasPly Premier, GlasPly IV or GlasBase DynaKap, DynaKap FR, DynaGlas or DynaGlas FR •'. SucIaoiog V — No additional surfacing is required. Insulation r Min. 31/2" Insulation 33 STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss' APPLICATION FOR BUILDING Permit No. .�7� r`�' Date ki 1/4/ Disapproved (..,L DI►te (Signed) Chairman \icrr.ber Member .. ... ... — Council Approved Date MIAMI SHORES VILLA GE Building Inspector PLANNING BOARD ... .:........ 499 N. E. 102 STREET BUILDING INSPECTION DEPARTMENT l RMIT Application is hereby merle for the approval of the detailed statement o► 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 V. MALCOLM Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block . Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors). REROOFING 21.30 SQS. 02, WHITE FLAT TILE ROOF- 06/26/84 Date..._...__. _.. .._._......__......__ ........ ,19...__ No... 99 s : ,,.•••.,.•1HRMTSIR..••.,t,tlU QAttt. • C. E. SHEPPARD ROOFING, .and for no other purpose. Ncw Building Remodeling Addition Repairi No. of Stories To be constructed of Kind of foundation Roof Covering ... ��/' �..�. Estimated Total cost of improvements $ 4..7Q Amount of Permit $.. k , ob Zone cubage required .Plan Cubage Distance .to next nearest building.. Size of Building Lot \faxirnum 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..... E,....SHEPPARD ROOFING, ...INC. - 41 N. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires ......_ . NOTE: A charge of $1.00 will be made for staking corrections or changes to this application after approval the Planning hoard. A re- inspection fee of $1.00 will be charged when such re- inspection is made neceuary by improper notice materials anti /or workmanship. /re 9S3 Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared __..._ .r. _..._ 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 aretrye. . DATE Membcr.. ............. _ ._...._......_..... _...._. Member....._ Member . . . . .. .__.._ ...._ _.._ .... Disapproved Date has been obtained from for inspeviinn or faulty STATE OF FLORIDA, COUNTY OF DADE. 0. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby rinds for the npproyal of the detailed statvuu•ne ur uee 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 V llage, 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 Villaffe shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._..._ � _ Owner's Name and Address ....2oAn Plancacc.i. �. _. N - .. — . _,. S e • 102nd '5 . Registered Architect and/or Engineer 06e nuiti�vv o .cog Co. Co . 7 357 /V . U/. M.i c;m�. �' „,,.. N ame and address of licensed contractor »._...._» ...._ ............... ......................_.._.._.. Location and legal description of lot to be built on: Lot Block Subdivision — Street and Number where work is to be done 499 /V._ L. /02nd Si.. State work to be done and purpose of building (by floors) ?emvve itean (Lai 'taveL npyt_,r,a,cr! 4eg.L ce . pLy but up ..uapiia.4#..v.asi and for no tither purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of ' lain of fo Roof Covering 6 4 Estimated Total cost of improvements $ Amount of Permit $. 2.0t 00 Zone cubage required _.... »....Plan Cubage Distance .to next ne.vest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all -the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The un*iersi.gned 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, Prominent Supplement, and has complied %%ith the provisions thereof, and will require similar compliance from all con actors or sub - contractors employed by biro in the work to be performed under this permit; and will post or cause to be pos for inspe n on the site of the work s ' public notice or notices as are required by the Act. The undersigned agrees to employ only sum • actors, on work to rfed under this pcnnit,'as are licensed by Miami Shores Village. Remark's (Sign Disapproved Date (Sigma) Building Inspector BUILDING INSPECTION DEPARTMENT Bcfore 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 fads therein by him stated are true. Permit No.. 1) Date PO/ / 4 )b? _ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires _...... PLANNING BOARD DATE Chairman Member Member Member — Member .. .. Member — _.._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be nsnde for making corrections or changes to this application after approval has been obtained from the I'Lennir.g hoard. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspevtirm or faulty materials and /or workmanship.