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RF-18-727 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL I Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-302845 Permit Number: RF-3-18-727 Scheduled Inspection Date;April 30, 2018 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: THERMITUS,MARIE.._ Work Classification: Flat Job Address:225 NW 91 Street Miami Shores,FL 33150- Phone Number Parcel Number 1131010331350 Project: <NONE>7 r Contractor: ALL FLORIDA CONSTRUCTION SERVICES Phone: (800)245-0125 Building Department Comments RE-ROOF 640 SF OF FLAT ROOF BY TORCH. REPLACE . In ECctio Passed omments AROUND 30 PIECES OF 5'CONCRETE TILE INSPPECTOR COMMENTS False As Inspector Comments C Passed CREATED AS REINSPECTION FOR INSP-299870. rain Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 27,2018 For Inspections please call:,(305)762-4949 ; Page 31 of 34 i Permit NO. RF-3-18-727 sNO1s°�t Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NW Wor'kClassification,,Flat Per saiF� r!■f�, Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 �'CORtDp` ' issue Date:3/23120111 Expiration: 09/19/2018 Project Address Parcel Number Applicant 225 NW 91 Street 1131010331350 GRACIA THERMITUS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell MARIE THERMITUS 225 NW 91 ST MIAMI FL 33150-2258 Contractor(s) Phone Cell Phone Valuation: $2,100.00 ALL FLORIDA CONSTRUCTION SERV (800)245-0125 Total Sq Feet: 640 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF 640 SF OF FLAT ROOF BY TORC Inspection Type: Classification:Residential Tin Cap Scanning: 1 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-3-18-66863 CCF $1.80 03/23/2018 Check#:242 $714.05 $ 50.00 DBPR Fee $3.75 DCA Fee $2.50 03/21/2018 Check#:241 $50.00 $0.00 Education Surcharge $0.60 Bond#:3693 Permit Fee-New Roof $250.00 Scanning Fee $3.00 Technology Fee $2.40 Total: $764.05 a In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. C4 March 23, 2018 Authotho ezrd Signature:Owne / Applicant / Contractor / Agent Date Building Department Copy March 23,2018 1 i ' Miami Shores Village �����`� � ` M R2 � ots Building Department c�Y: 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 i VTel:(305)795-2204 Fax:(305)756-8972 �� INSPECTION LINE PHONE NUMBER:(305)762-4949 r^L"L 20 1 BUILDING Master Permit N4BC E IS J� PERMIT APPLICATION, sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL I ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 3l / 10 -�3�0 'Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:7;,;;1-11�'—Q Flood Zone: BFE: FFE: OWNER: Nam1 X_(__a(Fee Simple Titleholder): X_(__f A- i rrl,6?VM 1 I-!/ S Phone#: � Address: 2 hl (t L t City: All I q. i/1,1 i' State: '`E OIC 11)A Zip: .A l� Tenant/Lessee Name: Phone#: Email: .CONTRACTOR:Company Name: oFR ( 7)M- one#: 3 —3 LIQ LSC! Address` � / :_(:`. �.�� l / City: � f AA , �c S , State: �=( <�, tQ ( D Zip: Qualifier Name: L/C C1 ( SU L Phone#:3gA 3G-o Z� State Certification or Registration#: :f!<---C(23-2-7 '3 a Certificate of Competency#: e t DESIGNER:Architect/Engineer: Phone#: I Address: City: State: Zip: 6 Value of Work for this Permit:$�_ Square/Linear Footage of Work: (�' U 51= A Type of Work: ❑ Addition ❑ Alteration ❑ New [�•Repair/Replace ❑ Demolition Description of Work), ork i Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ a Scanning Fee.$ Radon Fee$ DBPR$ Notary$ Technology'Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$,` ' TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 - o S Bonding Company's Name(if applicable) Bonding•Company's Address° City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State • Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o"f a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a,separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS;ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH-YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure,will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must b'e posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing,instrument was acknowledged before me this dayof 'F ^� 20 by e day of 20 by t'l2 r t q (h k>,m l Lys t w -is-oe r s o n a I I y known to V C `�ts�j who is p sonally known-tg me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: k Sign: Sign: / a. -print: �" A -JANPrint: MY COMMISSION#FF19Efi49 Seal: a�: Seal: h 'c My COMMISSION#'FF198649 Eo, o EXPIRES February 11,2019 con- !• —yc 11.2019 yIC7i?99-0'53 nonAalloaryService. �. , �;,��F1y , EXPIRES February . ln,,i3{1i-o•53 FIoriA�NoiaySe�rirr,.ron- APPROVED BY v , Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5t'11AC-193 loRes Miami shores Village I Building Department �LOR1Dp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. CCOTCOEQUAL'IFIERS-STATE LICENCES B. COPY OF LOCAL BUSINESS-TAX RECEIPT C. COPY-OF-LIABILITY_INSURANCE* } D. COPY-0 F'WORKE RS-COM *9 _PENSATION'INSURANCE (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* F E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE°BLDG DEPT x'10050 NE'AD_AVE�� MIAMI SHORES,FL 33138- p -2 Cd ertificate must specify the descnption'of operations or,contractor license number.+ , ■■eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee■ ■eeeeeeeeeeeeeeeeeeeeee■ BUSINESS NAME: .501U 'I' " 1'y1C1T1i 1�1 BUSINESS ADDRESS: I /��i ) r`p F7 P Cl, l l = Inc CIT STATE ZIP BUSINESS PHONE: ) Z0t?—ZQ;?L FAX NUMBER( ) CELL PHONE QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C (D (0 (o — 105 _C) t, u Local Business Tai Reeeipt • • Miami—Dade County, State of Florida s —THIS IS NOT A BILL—DO NOT PAY `' 6703988 s "—"BUSMESS'NAM E/LOCATION ','`' i PrP r N EX`PI�RES, , ALL FLORIDA CONSTRUCTION&R00 NG C0 ENEl�1!!9 � -- 801 NE 167 ST #30077160 S PTEMBER 30, 2018 t NORTH MIAMI BEACH F 3 2 Mu t be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC. YPE OF S SOLUTIONS CAPITAL GROUP I C 196 G ERAL B ILDING ONTRACTOR AYMENT RECEIVED VILER P CHERISOL,QUALIFIER C150 941 Y TAX COLLECTOR .­VILER 4 09/28/201.7 'REDTCARD=17-0648_2 This Local Business Tax Receip only confirms paym t of the Lo I Business Tax. The Race t is not a license, permit,or a certification of the h der's qualifications to do business.4f.- rmust comply with any governmental or nongovernmental regulatory la sand requirements which a PFbld!�nass. The RECEIPT NO.above must be displayed on a1l�urancafcrgf o �wi—Dade Code Sec 81-276. For more information,visit wtiadraiaar a_.__ STArE:OF FLORIDA; A-­ '..':DEPARTIENTQ ,BUSf}VESSAND w: FE -S1 CCC1327330 �. ---•�'� �ffl 06730/2016 OERT1 r ROC � E?NRlE�JR CHERISOLVPfe ALL FLORIDA EO_St ROOFING. ISE R i I ISD und-er a.b.rovisions or C::^.489. F8. � - cxpirahon�e AUG 31 20 8 ' i60630000065,i - S� i/moi t 1 trra r— • ' y -'4��'I��x•.z.7 � n f00pt 909{3 68-000"'.e+'".._y'"ii u g ,"-:c^+>�,'E-rte NRL 43-_rar(in uor rS r ; - l Old OY 9l OZ/0C/90 O. a1Vd b�nC� � T 1.�660S1 �F SS�NIS p 'Nbd3G s -Y 7 r y Pu t _.tom L ' X— , O Z O O uoTz��� ` �I, y�'!�Z '3D G"LQ�� � � zr doa �uaLULuoD i t I > 1 Y Local Busi ness Tax Fbcei pt Miami-Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY 6703996 LBTJ, BUSINESS NAM,EYLOCATION RECEIPT NO. EXPIRES ALL FLORIDA CONSTRUCTION RENEWAL SEPTEMBER 30, 2018 &ROOFING CO 6977178 801 NE 167TH ST Must be displayed at place of business NORTH MIAMI BEACH, FL Pursuant to County Code 33162 Chapter BA-Art,9& 10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED k ALL FLORIDA CONSTRUCTION& 196 , SPECIALTY BUILDING BY TAX COLLECTOR ROOFING CO CONTRACTOR 45.00 09!28!2017 M:rYl VII FR P rwFC?i,Sfll PRFR Worker($) 3 CCC1327330 CREDITCARD-17-064894 f This Local Buslnesa Tax%ceipt and y con"ma payment of the local Business Tax.The Receipt is not a I icense, permit or a cern"codon of the hddel's qual i"cations,to do busi nm Hddw MM aorrpy With any gm-mental or nong&jernntentai regulator laws and requirements which apply to the bus!ness Tho FEm FrrNQ above mad be displayed on d I commercial veNd es-Muni-bade Wde Sec 8a-278. ®1 For moreinfarmation,visit www.mianidade.g gQllectar Scanned by CamScanner _ cherisoll@yahoo.com 0 DATE Ac CERTIFICATE OF LIABILITY INSURANCE 0311 2120 1 8 l7 03/12/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s� PRODUCER CONNTEACT Deborah B Howard Agent#A124072 Insurance Capital Management LLC NA PHONENEM 561-223-2199 Ext 1 FAX 561-429-2375 5240 Babcock Street NE E-MAIL icmllcl3�,)yahoo.com No. Suite 102A ADDRESS: Palm Bay FL 32905 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:-United Specialty Insurance Company 12537 INSURED Solutions Capital Group,Inc.dba All Florida INSURER B: r Const.&Roofing INSURER C: 666 NE 125 St#243 INSURER 0: I North Miami FL 33161 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL UB POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR A cOMNERcIALGENERAL L ABILITY NPP8269233 0611712016 0611712017 EACH OCCURRENCE $1,000,000. DAMAGE TO RENTED CLAIMS-MADE ©OCCUR 0611712017 06117/2018 PREMISES Ea oocurrenoe $100,000. MED EXP(Any one person) $5,000. DCG0W"O PERSONAL&ADV INJURY $1,000,000. GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000. POLICY❑JECT ❑LOC PRODUCTS-COMPIOPAGG $1,000,000• OTHER: BI/Pd Deductible $500.00 AUTOMOBILE LIABILITYLi Li COMBINED SINGLE LIMIT $ EO ' lent ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ - HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS LIABILITY YIN STATUTE ER ANYPROPRIETORIPARTNERIEXECUTNE E.LL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? F NII (Mandatory In NH) E-L-DISEASE-EA EMPLOYEE $ Kdescribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ F-1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) 91580 Contractors-General Contractors,Executive Supervisors/superintendents 91583 Insured Subcontractors in connection with building construction,reconstruction,repair or erection-one or two family dwellings. Location:225 NW 91 Street,Miami Shores,Florida 33138.Lic#CCC1327330 3 1 ) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd AVE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores,FI 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHO/RRM REPRESENTATIVE 4J A124072 ®1988-2015 ACORD CORPORATION. AN rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Web software.www.FortnsBosseom;?impressive Publishing 800.708-1977 < , CERTIFICATE OF LIABILITY INSURANCE ACC RLI' DATE(MM,1DD/YYYY) 03/08/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. WANED,Subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE A/C,No, 800 277-1620 X4800 FAX A/C No)- 2 797-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURER(S)AFFORDING COVERAGE NAIC# Clearwater,FL 33756 INSURER A: Frank Winston Crum insurance Company 11600 INSURED INSURER B: FrankCrum L/C/F Solutions Capital Group,Inc., All Florida INSURER C: Construction.&Roofing CO,DBA INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER� 455191 REVISION NUMBER NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I LTR TYPE OF INSURANCE NSRO WM POLICY NUMBER (MMIDDr"M -LIMITS DOMiAERCIAL GENERAL LIABILITY EACH OCCURRENCE f OFiny- CLAIMS-MADE OCCUR PREMISES(Ea arurenee) f MED EXP(Any ane person) $ PERSONAL&ADV INJURY .. f GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE f ICY EPROJECT aLOC PRODUCTSLbMPIOP AGC f OTFER: $ AUTOMOBILE LIABILITY SINGLE LINT ANY aradet f AUTO OWNED AUTOS DOLEDBODILY INJURY(Per person) $ " ONL Y OS BODILY INJURY(Per accident) $ RED AUTOS D PROPERTY DAMAGE i ONLY OS ONLY f UMBRELLA LIABDCCUR EACH OCURRENCE $ EXCESS LAB CWMS- AGGREGATE f OED I I RETENTION f f WORKERS COMPENSATION ANDPER STATUTE OT14 A EMPLOYERS'LIABILITY WC201700000 01/0112018 01/0 1/2019 X ER ANY PROPRIETORUPARTNERIEXECUTIVE Y/N OFFICERAEINIER EXCLUDED? Q N/A E.L.EACH ACCIDENT f1,000, (Mardelary in MN) I yes,describe oder EL DISEASE-EA EMPLOYEE $1,000.00 DESCRIPTION OF OPERATIONS bd. i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remaft Schedule,may be attached A more space is required) Effective 12/11/2017,coverage is for 100%of the employees of FrankCrum leased to Solutions Capital Group,Inc.,All Florida Construction&Roofing CO DBA(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. I CANCEL CATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Nfiarni Shores Village Bldg Dept EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE 10050 NE 2°d AVE POLICY PROVISIONS. SHORES,FL 33138 AUTHORIZED REPRESENTATIVE I ------_-•-.--• -- ----- --_ ®1988-2016 ACORD CORPORATION.All rights reserved. 4. yNOREs Gfl Miami Shores Village p � Building Department 10050 N.E.2nd Avenue �'�pRjpA► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 t OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: Z 2 10050 NE 2nd Ave Miami Shores, A 331 Re: Owner's Name: % eV491 Property Address: /V L411 Roofing Permit Number: Dear,Buil ing Official: ' C(�' ySy that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) &-RA i7 (von vmJf Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ' ������� or: Y GUMC S310N#FF198649 W. EXPIRES February 11,2019 I�C7,398-0'53 FbridalloiarySewice.con Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES M 21 Florida Building Code 5th Edition (2014) �Y: High-Velocity Hurricane Zone Uniform Permit A 0000 1 pplication Fprm.•0. ••��•• 1 . ...... _ ection A(General Information) • Master Permit No. Process No. .... •••••• • 1 . Contractor's Name Job Address • ROOF CATEGORY 0 • :0 00' �LOw Slope • • • :.0..: ❑ Mechanically Fastened Tile " ' " ' • 1 • El Asphaltic Shingles ❑. Mortar/Adhesive Set I@&❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ElPrescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance1 ❑ Reroofing ❑ Recovering 1 r ROOF SYSTEM INFORMATION 1 Slope Roof Area(SF)_�C) AREA Steep Sloped Roof AF ?� Total(SF S z Se_ ctian B(Ro Ian) 1 Ian: Illustrate all levels and sections, roof drains,scuppers,overflow scu 1 si o ns and levels,clearly identify dimensions of elevated pressure zones and location of pa alpets rains. Include dimen- 1 1 1 1 1 _ 1 1 UJ I Q < 1 0 - < 1 � � 1 T � 1 U) z 0 1 u) z t L 1 < c o a i— c c 1 LU w > o w O CL _ 1 CL Z 01 < ■ FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on Jun S,2015 10:32:]2 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 0000 -1 0000 0000.. Section C(Low Slope Application) • 1 Top Ply Faste r Bonding MatedI: • • •• • t '. Fill in specific roof assembly components and identify 7— ,�� "�'�0 0 '• 00 •••••• 1 manufacturer .�t+� _ 1• • 1 (If a component is not used,identify as"NA") Surfacing:_ �,�- 0000 .0 0 '••••• 1. • 1 Fastener Spacing for Anchor/Base SRee1Attachment• System Manufacturer:__--g 1 �-� 0••• 0 1 1.0000 i Field: "oc @Lap,4ows • u oc 0""' 1•••••• Product Approval No.: 1 -- C (`I • 1 Z Perimeter: "oc La • @ p,#Rows: sc 1 @•x. 0000.. 10 0 Design Wind Pressures, From RAS 128 or Calculations: Corner:!�' oc @Lap,#Rows• ^ • 1 oc .. •••••• P1P2: P3: Number of Fasteners Per Insulati n Board: 1 Max. Design Pressure,from the specific product Field Perimeter 1 1 approval system: T r�r , Corner 1 1 S Deck: Illustrate Components Noted and Details as Applicable: 1 1 Woodblocking, Gutter, Edge Termination,Stripping, Flashing, 1 Type: / `J Continuous Cleat,Cant Strip, Base Flashing, u erFlashing, 1 1 _ Coping, Etc. 1 '!/ Indicate: Mean Roof Height, Parapet Height, Height of Base 1 Gauge ��1(_<</ g Flashing, Component Material, Material Thickness, Fastener 1 1 Slope:_ — /`j Type, Fastener Spacing or Submit Manufacturers Details that 1 Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No.of PI s : !� — � YO 1 'An hor/Base Shhee ste Te%Bondi4#Nl�e ai:e✓� ' 1 < Insulation Base Layer. '— - ' FT. 1 Base Insulation Size and lckness: i t Parapet 1 Base Insulation Faste er/Bonding Material: Height 1 1 t 1 7S 1 � 5 1 1 Top Insulation Layer: FT. 1 Top Insulation Size and Thickness: Mean 1 Top Insulation Fastener/Bonding Material: Roof 1 Height 1 1 Base Sheet(s)&NQ of Ply(s): 1 1 1 1 Base Shee astener/B aterial: 1 1 1 1 Ply Sheet(s)&No.of PI s 1 1 Ply Sheet stener/Bond'ng Mat rials 1 1 ;U 1 �• t 1 Top Ply: G� / ✓0 '� 1 15.38 FLORI1 ' 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED) ;accessed N BUILDING COP acic,on Jun 8,2015 10:32:12 Am pursuant to L!cense ®a1 1 ► Agreement.No further reproductions authorized. SHOR n's L r SECTION 1524 '""' •••••• HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICA,4O46 RWAG .••.;. CONSIDERATIONS *00:00 • 0000.. 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to00vi�e the 'wner..with 0 • 00 . 0000. the required roofing permit,and to explain to the owner the content of the section. The pjg)%i;Ms of SMC I;R4402 ..0 0•• govern the minimum requirements and standards of the industry for roofing system insta&gQru Additionally, the following items should be addressed as part of the agreement between the owner ant tht contractor. The owner's ••••:. initial in the designated space indicates that the item has been explained. 0000.. 0 . 00*000 000000 2. 0 0 0 Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. --Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 2. Owner/Agents Signature Date Contractor Signature T Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; MIAMI-DADE COUNTY MIAMI•DADE PRODUCT CONTROL SECTION A, . 11805 SW 26 Strect,Room 208 Miami. 33175-2474 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) T(786)Miami 90 P Floridaida 3 315-2599 BOARD AND CODE ADMINISTRATION DIVISION •.•• NOTICE OF ACCEPTANCE (NOA) w��w miayidad �uc/ecowom� • • • • GAF ...... .. .. ...... 1 Campus Drive • Parsippany,NJ 07054 •••• •• ;"••; .. ..... SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use o1:all:tructi:Q..:. ""• a County RL'R- •••••• materials. The documentation submitted has been reviewed and accepted by MiiD am - a•:•••• • Product Control Section to be used in Miami Dade County and other areas where allovrd by the • •�•��� Authority Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below.The Miami-Dade CoUty ProduV.... Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid`'Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages I through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.02 Expiration Date: 11/06/18 MIAMI•DADECOUNTY Approval Date: 11/05/15 • ' Page 1 of 30 ROOFING SYSTEM APPROVAL Cate>1ory: Roofing Sub-CateQory: Modified Bitumen Material` APP/SBS •••• DeckType: Wood ; ••� '.'.'' 000.0• Maximum Design Pressure: -75 psf. 0.000• •• •• • 0000.. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLIC!A•�1'1i: 0• '� .•00•. • 0 0 0 TABLE 1 •0•• • •• 00000 Procritct•• ••••• Test • •000.0 . ... •• • 000000 Product Dimensions Specification Descri tion 0 MatrixT" 102 SBS Membrane 5 Gallons ASTM D3019 Fiber reinforced rubberizedcold-applied •00��� Adhesive adhesive for modifi(ji b4ajien roof .. . •• . .0000. systems. . . 0 • GAFGLASO 475 39.37" ASTM D4601 Type 11 asphalt impregnated and cl,atetl ) glass mat base sheet. Base Sheet (I meter Wide b GAFGLASI"#80 Ultima" Base 39.37" ASTM D4601 Type 11 asphalt impregnated and coated, Sheet (I meter) Wide fiberglass base sheet. GAFGLASI FlexPlyT" 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS"Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (l meter) Wide with asphalt coating. GAFGLAS'�''Mineral Surfaced 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet Cap Sheet (1 meter) Wide surfaced with mineral granules. GAFGLAS'EnergyCapT" 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCoteT" GAFGLAS') Stratavent' 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Perforated (1 meter) Eliminator T"' Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLASI Stratavento 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator'" Perforated (1 meter) Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. , Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld TI Smooth (1 meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-WeldT" Granule (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatchT" 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid°SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"" 170 FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 Expiration Date: 11/0 /18 MIAMI•DADECOUNTY Approval Date: 11/055/15 Page 2 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT"' Fire Barrier Coating,VersaShield'Fire-Resistant RoSf Deck ."•• . . . .... ...... (optional) Protection or Securock`'Gypsum-Fiber Roof Board. .. • Base sheet: GAFGLAS" #80 Ultima"" Base Sheet, GAFGLAS' Stratavent`'tTi+ninatorT •••• ••••.• Nailable Venting Base Sheet, Ruberoid' Mop Smooth,Ruberoid".�a,*Ruberoid' ;•�•• .. SBS Heat-Weld"" Smooth or Ruberoid'SBS Heat-Weld" 25 m'cjigg'cally � •••. • fastened to deck as described below; ••;••� • Fastening GAFGLAS"Ply 4,GAFGLAS"FlexPlyT" 6, GAGLAS"'#75.$4ip,�heet or any ••••;• Options: of above base sheets attached to deck with appro annular ring Shtnk naijs and • ...... tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rowIti"•• • .. • .. . ...... o.c. in the field. • (Maximum Design Pressure—4_Sp�l s . See General Limitation #7) •• • GAFGLASO Ply 4,GAFGLAS FlexPly"'6, GAFGLAS'"475 Base Sheet or any of above base sheets attached to deck with Drill-Tec-'412 Fastener, Drill-Tec TII 414 Fastener or Drill-Tec'" XHD Fastener and Drill-Tec" 3" Steel Plate, Drill- TecT' AccuTrac`'Flat Plate or Drill-TecT" AccuTrac' Recessed Plate installed 12"o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Press r —45 psf. See General Limitation #7) Z a GAFGLAS`Fl____ 6, FGLAS'#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52�ee General Limitation #7) GAFGLAS"480 Ultima"' Base Sheets, Ruberoid'20, Ruberoid"Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf. See General Limitation #7) GAFGLAS�I'#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"'412 Fastener, Drill-Tec"'414 Fastener or Drill-TecT' XHD Fastener and Drill-Tec"" 3" Steel Plate, Drill-TecT" AccuTracl Flat Plate or Drill-Tec AccuTrac'Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation #7) NOA No.: 14-1030.02 Expiration Date: 11/06/18 MIAM4DADEC)UNTY Approval Date: 11/05/15 Page 28 of 30 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill-Tec"' insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf See General Limitation #7) GAFGLAS'475 Base Sheet or any of above base sheets attached to deck with Drill-TecT"'412 Fastener, Drill-TecT" #14 Fastener or Drill-Tec" XHD Fastener and Drill-Tec— 3" Steel Plate, Drill-Tec"" AccuTrac'Flat Plate or Drill-Tec AccuTrac'Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. inthe field of 411c". ...... sheet. •• • (Maximum Design Pressure—75 paf See General Limitation#74 o ••••• •••• • ...... Ply Sheet: (Optional except over Ruberoid" Mop Smooth,Ruberoid"'20, l;�be�oi d° SBS ' ,••••� .. . Heat-Weld" Smooth or Ruberoid"SBS Heat-WeIdTM 25) One a>;"grt plies •• . GAFGLAS'Ply 4 or GAFGLAS-"FlexPlyT 6 sheet adhered im.R fiallGmoppjng o •���•. approved asphalt applied within the EVT range and at a rate ofJo4Q lbs./s� bt•• •:••:• Ruberoid'-'Torch Smooth torch applied according to manufactD?&,I gpplication •• instructions. •••••• •'••'• e> • • atC�� .... Membrane: One ply of Ruberoid Torch Smooth, Ruberoidp Torch Granul'��oQfM • APP Modified Granular, Ruberoid"'EnergyCapTM Torch Granule FR,Rubd'l-po • EnergyCap`M Torch Plus FR, or Ruberoid'Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid SBS Heat-Weld""Plus,Ruberoid SBS Heat- Weid'M Plus FR, Ruberoid`'SBS Heat-WeldT" 170 FR, Ruberoid'EnergyCap SBS Heat-WeldT°'Plus FR, Ruberoid'SBS Heat-Weld Heat-Weld"' Ruberoid SBS Heat-Weld"' Smooth and Ruberoid"SBS Heat-Weld" 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS' Mineral Surfaced Cap Sheet,Tri-Plyc"Mineral Surfaced Cap Sheet or GAFGLAS'EnergyCapT°' BUR 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. 3. Topcoat Membrane,Topcoat`"MB Plus (to be used as a primer with Topcoat' Membrane) or Topcoat'Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 Expiration Date: 11/06/18 MIAMi•DADECOUNTY Approval Date: 11/05/15 ' Page 29 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS'Ply 4 and GAFGLAS'FlexPly"11 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDeck'Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: •••• 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials ..". ..••0 Directory for fire ratings of this product. " ' ' ' 2. Insulation may be installed in multiple layers. The first layer shall be attached in campjimce with•*•: 0000:• Product Control Approval guidelines. All other layers shall be adhered in a full mo')IJIM',bf ;•�••; approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mo*00r:�cally 00000• attached using the fastening pattern of the top layer 000000 0 ..:..' 3. All standard panel sizes are acceptable for mechanical attachment. When applied ip.twbved �••••� asphalt, panel size shall be Tx 4' maximum. •••••• •• 4. An overlay and/or recovery board insulation panel is required on all applications over ed cell*••�• 0000:. clos foam insulations when the base sheet is fully mopped. If no recovery board is used;he.b*Ve sheet 0•• shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24"'o.c'or shjp•s•s 0 • mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allov7i1`i00 a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F')value of 275 lbf., as tested in compliance with-Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listedwithin a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer. Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Rooting Application Standard RAS 1 17. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 1 17.Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 1 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 1'4-1030.02 -�* Expiration Date: 11/06/18 MIAMI-DAD;COUNTY Approval Date. 11/05/15 Page 30 of 30 i • �, �a�e _ o�i G 5 j iCC 2 S Siwu"ZS 5'tiG;2iY y:cMDn:.tic ^4_;�C be se^in am'o`the`c.owi^c systems. -d ted ohencllc insylation may Merbran ^.less^Ju erw:se Ii.'.ca V t:l e plc aVeS 0`Kr be _. the !low:. Sir. ;,e ply;rembrRe Sys eas re •• Y ' -tiarwise in icated any o` with.r.c.:nes cCt ex ceediRc uR':ess of ed 0n zry o` Oliow;r:"C!zss:5 zt,cas GA'p.P iu M Aiun.Rurn Roo`Coating^may y'•s 5 any,.p the'cllew,nc n0r_or sable Gzss;;rz`ions wi_h. ^c:aes,ot exceed:n Wee---Coat=^ulsid m2y be used or. o.,ewing •••• "GA, Vic.S i'eG es:ves may be used..any o` he` • N, < �Corp."MSA GOid"or Karnz< • Ad;^,esive°o, On_e'. • • •••• •••�•• Ruberoid0`trod, ed • • • • ^nconbustible dee.C zss •• • •• • . esters. i •• Sheet"ray be�:ced in a.^.y 0` r_f--!IOW;"-c =50 Base vw0od 0'e'P =/2 in••• •• •••••• GA=G A55 r-�ur y e<or ose over conbustlbie(i5/32-i c•n�,Rinu.„pI o ) ?� K Clas_c•.`•iCcb ORS a"'appliCa _ •r,Dc't5'-�•4CK C�COCv_"d,""DflnsD_C!C?riMl�Q �`oCZrd"0" • • • _ _vocur'v-j nzl, o.con Js:ibie dee `,- _?aci;C r r\-or plvw d o.Rs. 090000 ,O�4o rboard- ori/Uir "r-- ur) rov Ss`aggera 6-;„ .,lRir icY•• • • • Cve; deck with.a:. ci • • `nn�n_,Jr,gyps i0o`002rd"are Used d; -�!y the de SGA' ^2 .Sed 2S aC 2C:. .ardC"type."'sulaac^ "GA ©?ilha" y ••••• "DeRSC k Cu a!i sys'a^s^U'.izi❑g a^y'_ne-y- 'may iized as an adcltiorlal ply.n z!a o` • • .b2"er mnv be OptiORziiv RStalled unde. „C<;-GLS:`St-zC2Yo�t?g;;pr:�C 3..58 Shut' -". •••••• • • ••••• Arvc Co over a .12 YC `O ;a insulaLiJ^ • • •••••• •• •• • •••••• dl!dwir Sys`._:5- .. ._o • .v:t -CWnCrOUp: •••••• o • =s rzy be Jsad'nterchar:gea'oiy n w cr Rub_r�dCs "� :SG"cr • The`0iiowi^c re •'bra^- ,;u<,:or"Rube-old©=crc Graeae _ • • • •••••• Rube _ yh Gra-u:a A •••••• RuberOid©7C-C',C--,e "Or R_?ry© �- C" • • • • • ed Crznula o p;u Ruber�id©�'G"• •••••• Sn CC Cr"R u'be7016(&60i Cap •• • •• • • • or"Ruben^ ®S3_Heat • • • 0!00 N'oP Snooth" n oa;weld Grznu!e 3."Rube ?i_s G2Ruie"x"R berCido SBS n " •• • ul� Or"r eX?c; C-"R'sbe.oidQ''lcp ri-?iyQ S35 Ni0_i`eC 3itunen.Mer,bz,._ . C."Ruben^^id0 Mop Gran'.'I'-' JpYz ^•Soc MOdi,:ed 02ru:ar x RUberoidQ Sjs.'lent weld?t'Js"0, :®Du ^R,. ..."Ruberpid®Y'-OPi70=R',or"Ruben: -.,dQ roidQ 5 =R H.,.0, :,Rube, "Rube'C;dQ 30=R' Cr"Rube - a S35 :Weld 2_. 20 or"Rudercid' weld?!us "RuberoidCs`2C"a''Rub>_roid® -` SBS ezt'.we':d?'us=R' or"RuberoidQ 535"ea" X35 Leat weld i70 _R' "Ruberold0 _rgyCaP' "RuberbidC^. . H."Ruberoid®-0-ch SnQct.."or•'-•;_o',y©'7-.•. •• b=reld0 20!1T' °R..:berO:dCS�•-'-:SnCov1". . MOP Sroot or"Rube—Id0 20"or - ,R:beroid0 p cidlD�= Srocth _.S "RuberOid�M00 Snoob Or"Rube CO l0 Fi,es`ield 3`at 2_/Z tp ^br2ae.rav be surace9 O? ;,d rsn(G cr'Jie)re' r o he Rc;r2 0` he Gassi`.ed systec,is g eater rwise' diCated,the NiCdir 3a'.: ^,Cllr. :3ut a. CO-":Z Unless �"< 'R ^ceased cr �z o e c`the res' s syster wc_'.d be 2i�d w;.er<u`aCed wit:^.`i0?CCAiC3 es;^field M3"at 2l/2:0 3.0-9 /1 and e iRGi ui aR�Oi,ng sy5e ,would b'e ma'.^ �0r uberOidC 30 "or"R'Jbero�Q 3C FRH cr 3/a-`• iCcliRe, e imcF.oe c`t`e r _ s zR zcceptzbie aiter,ate "Ruoero .Re yCap` .05 30=R Unless otherwise t,o CB'-- "Ru'beroi O D.uz'.?t'in ny zpp'.cabla Gassi ICZCicn. "Rube-oidS MOO -�"0- ---Jct�-bJ e�..'�=a .i��J'ia,, �ase.�i.co___ =�- Page 1 0-i —ri-vvO=75 Base Sheet"^echanical,v`>_sened. AS^5 Base Sneer" , hent we SBS 1 pi2rt� r rp-?'Iles Type 2'G -mac_ 535 Hez:We'. - 3ase Si e` _OK_or Y Am 0000 • • 0000 0000•• ••�••• •• •• 0000•• • 0000•• • • • •0000• 0000 •• • • • 0000 • •• 0000• 0000•• • • 0000• • • 0000•• ° , •• •• • 0000•• • • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• I _Xte :