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RF-13-856
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 192490 Permit Number: RF -4 -13 -856 Inspection Date: May 31, 2013 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Wiegand & Annex Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: BEST ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1121360010160 -09 Phone: (954)941 -9111 Building Deuartment Comments REMOVE AND REPLACE DAMAGED ROOF HATCH Infractio Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 191784. CREATED AS REINSPECTION FOR INSP- 189941. No access or plans. NB CANCELLED. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 31, 2013 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 11300 NE 2nd Avenue W (JJ*J D FBC 20 l Permit No. ,� Master Permit No. S ROOFING City: Miami Shores Folio/Parcel #: 11- 2136- 000 -0050 Is the Building Historically Designated: Yes County: Miami Dade NO %< OWNER: Name (Fee Simple Titleholder): Barry College (JNlVVir?S 'y Address: 11300 NE 2nd Avenue City: Miami Shores State: FL Tenant/Lessee Name: Wiegand Hall @ Barry University Email: maristil @mail.barry.edu zip: 33161 Flood Zone: Phone #: 305 - 899 -4843 Zip: 33161 Phone #: 305 - 899 -4843 CONTRACTOR: Company Name: Best Roofing Svcs LLc dba: Best Roofing Address: 1600 NE 12 Terrace City: Fort Lauderdale Phone#: 954-941 -9111 State: FL Qualifier Name: Zachary Wallick State Certification or Registration #: CC C1329779 Contact Phone#: 954-941 -9111 ext 204 Email Address: tspeziale @bestroofing.ent zip: 33305 Phone #: 954-941 -9111 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 3,700.00 Square/Linear Footage of Work: 6/ 00 e of UAlteration UNew CIRepair/Replace UDemolition Desop @ o 4 j k: ReMptiphand eplace damaged roof hatch !tit !i'i Yid te: - lift 2;' yy9i:� 1 e$P1 r, nelr,,rte Color thru tile: Submittal Fee _A� Permit Fee $ 1 1 6 CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ 4 ') Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t a.'sence of such posted notice, the inspection will not be approved,;,I a reinspection fee will be charged. Signature Owner or Agent g The foregoing instrument was acknowledged before me this Y day of 4 V, 20 3, by bakl, D who is personally known to me or who has produced Signature Contractor The forego' g instrum- t was acknowledged • efore me this / y2 , day of - , 20 /3, by who is personally kn to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex * * * * * * * * * * * * * * ** APPROVED BY * * * * * * * * * * ** NOTARY PUBLIC: Sign: Print: ►Jfr%— -- THERESA SPEBALE Notary PubPublic - Stye of Florida My Comm. Expires Aug 1, 2016 • Commission # EE My Commission E; • ** * * * **** ** Asa*** **** * ***** *** *** ***+x** ** *** * V * V* Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 221460 Zoning Clerk Permit # F0110# 11- 2136- 000 -0050 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement : 1111111 11111 11111 11111 Hill 111111111111111111 ,Cg= 9h9 2013R0320876 OR Bk 285% Ps 085; (1ps ) RECORDED 04/24/2013 10:40:35 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal Description of Property: Lot Block Unit Bldg d_ ❑Lengthy legal attached Subdivision / Condominium: 11300 NE 2 Avenue, Miami Shores, FL 33161 Street Address If available: 2 General description of improvement : 3. a. Owner name and address: b. Interest in property: G. Name and address of fee simple titleholder (if other than Owner): Remove `an_c,,aece roof hatch Barry S 300 Ne 2 Avenue, Miami Shores, FL 33161 4.a. Contractor name and address: Best Roofing Services, LLC dba: Best Roofing b. Contractor's phone number. 954 -941 -9111 1600 NE 12 Ter, Ft Laud, FL 33305 5. a. Surety name and address: b. Surety's phone number. c. Amount of bond: 5. a. Lender name and address: b. Lender's phone number 7 a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: b. Phone number. S. a. In addition to himself or herself, the Owner designates to receive a copy of Lienor's Notice per Section 713.13(1Xb), Florida b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement : (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) By Print Name Title/Office St/ y Authorized OfficedDlrector/Partnerlttanager By Print Name Title/Office STATE OF FLORIDA COUNTY OF BROWARD The B f mg�inatrument eclat (edged before me this I5 day of W 'f , Z ZI 13' ❑imividually,ar as m for Personally known, or ❑ produced ti efollowIng type ofIdentification: Fl at!' SU OSE 1!N9 Under penalties of perjury, I declare that have read that the facts stated in it are true, to the best of my know BY BY e.nt,� Signature(s) of Ow :_ er(sp Authorized Officer/ Director /Partner/Manager $.;OFt10A, v I HEREBY GERTIFY that ttu j - Signature of Notary Public: Print Name: (SEAL) lt5 ty uNlafic1ty X91 A�_s WITNESS my hand and HAR� CLERK, of Circuit STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 WALLICK, ZACHARY G BEST ROOFING SERVICES LLC 1600 NE 12TH TERRACE FORT LAUDERDALE FL 33305 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridallcense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license!, I (850) 487 -1395 tF FiORtriAl Acn E'.:!q :4 'g'OSINES$ $ D + -AEGIII;ATXON' 2 118201688 DETACH HERE VERTIFXED ,iuge the':*rovieioas pf;;c.1.1:41,139 Es Cation datii AUG: 3].t ,r, 2 19 640 4.5 THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK PATENTED PAPER GUUATION SEQ# L12071000950 DATE BATCH NUMBER 182'168 fibeR1OF Gt NT CTo siaied:< below ':.ZS CERTXFX: tinder the, provisions o', Expiration date: AUG ..3; KEN LAWSON L�li9rlfl TJPH'L,' , OR BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA:BEST ROOFING Business Name: BEST ROOFING SERVICES, LLC Owner Name: ZACHARY G. WALLICK Business Location: 1600 NE 12 TER FT LAUDERDALE Business Phone: Rooms Receipt #:ROOFING /SHEET METAL CONT Business Type: (ROOFING CONTR) Business Opened:o7 /12/2001 State/Coumy/CertlReg:CCC132 9779 Exemption Code: Professionals Number of Machines: For Vending Business Only eRdin Type' Tax Amount Transfer Feed ..,,, i ,4 Prior Years Collection Cost Total Paid 150.00 0 os ': , n<,, ,® _, 0.00 - 0.00 150.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: BEST ROOFING SERVICES, LLC 1600 NE 12 TER FORT LAUDERDALE, FL 33305 2012.- 2013 Receipt #033 -11- 00001931 Paid 07/17/2012 150.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA:BEST ROOFING Business Name: BEST ROOFING SERVICES, LLC Owner Name: ZACHARY G. WALLICK Business Location: 1600 NE 12 TER FT LAUDERDALE Business Phone: Rooms Seats Employees 100 Receipt #: 185-1950 Business Type: ROOFING /SHEET METAL CONTRACTOR (ROOFING CONTR) Business Opened: 07/12/2001 State/County /CertlReg: CCC132 9779 Exemption Code: Machines Professionals Signature Number of Machines: For Vending Business Only Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 150.00 0.00 0.00 0.00 0.00 0.00 150.00 Receipt #033 -11- 00001931 Paid 07/17/2012 150.00 %wise o/C4mer4-ca Business Business CITY OF EORT.LAUDERIDALE BUSINESS TAX YEAR 2911- 2012 *BUSINESS TAX DIVISION 700 NW 19 AVENUE, •FORT LAUDERDALE, FLORIDA 33311 (954)828-5195 ID: 1100951 Addr 1600 NE 1u�ss ee'=F10E USE ONLY Tax Category: N:BEST ROOFING SERVICES LLC BEST ROOFING SERVICES LLC WILLIAM KENT MGR 1600 NE 12 TER FORT LAUDERDALE, FL 33305. , ** *DETACH AND POST THIS RECEIPT IN A CONSPICUOUS PLACE * ** Business ID: Tax Number: Business Name: Business Address: Business Owner: 1100951 735029 BEST ROOFING SERVICES LLC 1600 NE 12 TER KENT,WILLIAM MGR Fee: ✓ This Receipt issued for the period commencing October 1' and ending September 30th of the years shown above. ✓ If you have moved your business, please complete below and bring it into our office. ✓ A transfer of business location is subject to zoning approval. Please bring this receipt in to our office to obtain the necessary approval. ✓ If you have sold your business, please sign below and mail it to our office, or provide it to the Purchaser to bring into our office along with a Bill of Sale. ✓ A Transfer fee applies of 10% of the annual business tax fee, not Tess than $3.00, no more than $25.00. Purchaser Name: Seller Name: Print Name Print Name Signature Signature Please be advised that this issuance of a Business Tax Receipt establishes that the business you intend to conduct is a use permitted by the City Zoning Code for the locatio at which you intend to Y operate. The. issuance of a Business Taut Receipt in no way certifies that the property located at this address is in compliance with other provisions of the City) Code of Ordinances. • BUILDING DEPAEi iifl;£)+iT,; '.ae BUSINESS TAX DIVISION 700 NW 19 AVENUE, FORT LAUDERDALE,. FLORIDA 33311 TEL (954)828 -5195 FAX 954 8.28 -6928 W WW.FORTLAUDERDAY.>r''OIn.- Rev.2.,a NEW 7/11 AR ©® CERTIFICATE OF LIABILITY INSURANCE 4iz2 /2o1/Y3 ) 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 be endorsed. If SUBROGATION IS WAIVED, 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 Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 CONTACT Denise Page MX. E,,,). (954) 943 -5050 Fax (A/c. No)_ (954)942 -6310 E -MAIL ADDRESS: deaise @furmaniasurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:First Mercury Insurance Co 10657 INSURED Best Roofing Services LLC DBA Beat Roofing 1600 NE 12 Terrace Fort Lauderdale FL 33305 INSURERa :Liberty Mutual Fire Ins Co 23035 INSURERC:American Guarantee & Liability 26247 INSURERD: $ 1,000,000 INSURER E : $ 50,000 INSURERF: $ 5,000 COVERAGES CERTIFICATE NUMBER:12 - 13 Renewal without 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 LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POUCY NUMBER POLICY EFF (MMIDDIYYYY) POUCY EXP (MMIDDIYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X X NJCGL000001143501 5/24/2012 5/24/2013 EACH OCCURRENCE $ 1,000,000 AGE TO RENTED PRREM SES Ea occurrence) $ 50,000 MED EXP (Any one person) $ 5,000 CLAIMS -MADE X OCCUR PERSONAL8,ADVINJURY $ 1,000,000 X Per Project Capped at GENERAL AGGREGATE $ 2,000,000 5,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: 7 POLICY F1 !Et n LOC $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED NON -OWNED AUTOS x x AS2Z91459304012 5/24/2012 5/24/2013 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 $ BODILY INJURY (Per person) BODILYINJURY(Peraccident) $ PROPERTY DAMAGE (Per accident) $ PIP $ 10, 000 C X UMBRELLA LAB EXCESS LIAB X OCCUR CLAIMS -MADE kmC937419709 5/24/2012 5/24/2013 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 $ DED RETENTON$ WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WC STATU- TORY LIMITS OTH- ER E.L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POUCY OMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) RE: All Projects. Certificate Holder is an Additional Insured for General Liability as required by written contract. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 ■ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /DP 2— lei ACORD 25 (2010/05) INSO25 r2n1nnFi m © 1988-2010 ACORD CORPORATION. All rights reserved. Tha amnia l ammo and Ivan aro roniatararl marks of Arnim Issue Date: 4/22/2013 =(IIRSA SELF INSURERS FUND ISSUED TO: FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. 1- 800 - 7673772 • FAX (407) 671 -2520 1 -800- 767 -3772 • FAX (407) 671 -2520 CERTIFICATE OF INSURANCE Miami Shores Village Building Dept 10050 NE 2 Avenue Miami Shores, FL 33138 Attention: This is to Certify that: COPY PROVIDED TO: Best Roofing Services LLC d /b /a Best Roofing 1600 N.E. 12th Terrace Fort Lauderdale, FL 33305 Best Roofing Services LLC d /b /a Best Roofing 1600 N.E. 12th Terrace Fort Lauderdale, FL 33305 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870- 033132 EFFECTIVE DATE: 1/1/2013 EXPIRATION DATE: 1/1/2014 LIMITS Workers' Compensation: Statutory - State of Florida Employers' Liability: $1,000,000.00 Each Accident $1,000,000.00 Disease, Each Employee $1,000,000.00 Disease, Policy Limit REMARKS: Non - cancelable, without 30 days prior written notice, except for non - payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: Brett Stiegel, Administrator FRSA -SIF By: Debra Guidry, CPCU, Un• erwriting Manager FRSA -S I F ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. . Florida Building Code Ed High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Best Roofing Contractor's Name Job Address ii3oo - NE 0946 a Nee)/ 5hoi x31(9/ ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile- 0 Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 0 Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering Repair Low Slope Roof Area (SF) 5 b ©a ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section B (Roof Plan) ❑ Maintenance Total(SF),4100 5nn � 1 Sketch Roof Plan: Illustrate an levels and sections, roof drains, scuppers, overflow scuppers and overfl include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and I parapets. rm■ ■ ■ ■■ ■n ■m ■ mi■■ ■fir ■■ t-' ...rr ■11■ ■■ ■ ■■ ■ ■ ■ ■ ■■■ ■1111■ ■ ■ ■■1� ■■■■■■■■■■■■ 1■ ■ ■ ■■■ ■11111111 1111■■ 1111 ■ ■ ■ ■ ■11■11■■ ■1111■■ ■■INI ■■■■ ■ ■■ ■ ■ ■ ■ ■■ ■■ ■1111■ ■ ■ ■■L ■ - -- ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■ ■■111111 ■ ■ ■ ■HA■■ ■■■■ 1111■ ■ ■ ■t■■ flM ■N !1!■■ ■■ ■11 1111 ■ ■ ■■ wrimai■ ■ ■ ■ ■■ ■■■1111 ■■ ■11■■ ••• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i.! ■ ■■ •■ ■■■■■■■■■■■■1r■■■■■■■■■■■■ 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Florida Building Code Edition 2010 High - Velocity Hurricane Zone Unifomn Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and ideMlfy manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: Product Approval No.: 11- p: -ZZ.iO Design Wind Pressures, From RAS 128 or Calculations: P1: P2: P3: Max. Design Pressure, from the specific Product Approval system: ebn, " Gauge/Thickness: Slope: lit/ Per. Anchor/Base Sheet & No. of Ply(s): Deck: Type: Anchor/Base Sheet Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: ° oc CO Lap, # Perimeter. Comer: " ws ° oc p, f Rows " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener_Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and chapter 16 ToV q4 !r 0G.0) Insulation Base Layer: Cof e5 Top Insulation Layer: ,�j�e 1�0, ll �aU 1, VGK- Base Insulation Size and Thiclmess: Base Insulation Fastener/Bonding Material: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: 2010 FLORIDA BUILDING CODE — BUILDING I idyl 14 Mean Roof Height 0440\f, 15.35 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.aov /nera/ The Bilco Company P.O. Box 1203 New Haven, CT 06505 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 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. PERA 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. DESCRIPTION: Series S/NB Steel and Aluminum Roof Hatch APPROVAL DOCUMENT: Drawing titled "S/NB Door Assembly ", Sheets 1 Through 10 of 10, dated 10/15/2009, with last revision dated 07/07/2011, prepared by The Bilco Company, signed and sealed by Mark A. De Stefano, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 revises NOA # 10- 0113.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MANMADE APPROVED NOA No. 11-0722.10 Expiration Date: December 02, 2014 Approval Date: December 8, 2011 Page 1 The Bilco Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing titled "S/NB Door Assembly", Sheets 1 through 10 of 10, dated 10/15/2009, with last revision dated 07/07/2011, prepared by The Bilco Company, signed and sealed by Mark A. De Stefano, P.E. B. TESTS "Submitted under NOA # 08- 1219.01" 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94, 3) Cyclic Wind Pressure Test per FBC, TAS 203 -94, along with marked -up drawings and installation diagram of Series NB50 /20 Aluminum and Steel Roof Scuttle, prepared by Certified Testing Laboratories, Test Report No. 1862W, dated 11/18/08, signed and sealed by Ramesh Patel, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94, 3) Cyclic Wind Pressure Test per FBC, TAS 203 -94, along with marked -up drawings and installation diagram of Series S50/20 Aluminum and Steel Roof Scuttle, prepared by Certified Testing Laboratories, Test Report No. 1862W-1, dated 11/18/08, signed and sealed by Ramesh Patel, P.E. 3. Addendum to Test Reports No. CTLA 1862W/W -1 on Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 and Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94, dated 03/11/09, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS "Submitted under NOA # 08- 1219.01" • 1. Structural calculations prepared by De Stefano Engineering Group PL, dated 01/15/09, signed and sealed by Mark A. de Stefano, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, issued by De Stefano Engineering Group PL, dated 1081/2011, signed and sealed by Mark A. de Stefano, P.E. 2. Distributor agreement dated 01/12/2010. "Submitted under NOA # 10- 0113.01" 3. No financial interest letter issued by De Stefano Engineering Group PL, dated 12/08/2008, signed and sealed by Mark A. de Stefano, P.E. "Submitted under NOA # 08-1219.01" AvirffArow i2/01/°°11 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11-0722.10 Expiration Date: December 02, 2014 Approval Date: December 8, 2011 E -1 sco HOLD OPEN ARM LIFTING MECHANISM �O NOTES: • OR 1. THE DESIGN CONTAINED HEREIN HAS BEEN DESIGN AND • TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2. THE SHORT TERM LOAD FACTOR HAS NOT BEEN USED. 3. ATTACHMENT TO STRUCTURE SHALL MEET THE FOLLOWING • ALLOWABLE LOAD CONDITIONS. THE VALUES PROVIDED ASSUME THE ATTACHMENT DIRECTLY TO THE STRUCTURAL ELEMENTS WITHOUT SPACE. ALLOWABLE MINIMUM LOAD VALUES PULLOUT: 185 LBS. SHEAR: 90 LBS. USE THE FASTENER MANUFACTURES RECOMMENDED SAFETY FACTORS. IF DIFFERENT CONDITIONS EKIST PLEASE CONTACT BILCO OR A FLORIDA 4. ALL LABELS TO BE LOCATED IN APPROXIMATE LOCATIONS AS SHOWN. LICENSED ENGINEER FOR CONSULTATION. LOCK - SINGLE POINT HINGE 4- Design Pressure Rating Impact Rating +1- 70 PSF Large and Small Missile Impact X4 S COVER BLANK. HOLD OPEN ARM, SPRING EARS & LOADS. (Atlas. LOCK HANDLE REV. UN162 ODSERWISE SPECIFIES MESS OTHERWISRSPSCIPEO REMOVE AlLBURRS &SHARP .t CORNERS 2OrANC8 xax :t 3 FRACIKfN5 # 132 02AWN DESCRIPTION OR&ARMOR CN ORG.SCR 22431 MAMAS FRASH CA- SRO ANQE PROJECTION NB DOOR DJC BY 07/07A 1 DATE LOCK - 2 POINT THE BILCO COMPANY P.O. Box 1203 New( Mayen. Connecticut 06605 wwivbBco.com e.on . " 3c com BUR S /NB DOOR ASSY DO NOT SCALE DRAWING RUE r000. NO. B S /NB DOOR ASSY X4 SCALE: 1:6 !WEIGHT: I SHEET 1 OF 10 No 61657 * *' ,,;; STATE OFc/ N DE STEFANO ENGINEERING GROUP, PL 1800 Sieena Street Ste. 712 Ph: (949)371.1774 Seemamtp Bookie 84220 Fax.041)847.0970 Eolell: - MaMRIGtre3leteno4nglaaarbwwom We • a4aw.CeSlefeaoEngIneedagcam to ofAagwftaloo Number 27383 slONA1 E `' MARX A. DESl3PANDPE PRODUCt Ran= itsvossolyktimitiolleilladde Accogerece Voilikeise R 9 8 9 ITEM NO.1 PART NO.1 DESCRIPTION 1 NB-20 1 S-20 FRAME h1 �Y Rey. Rey 4 2 SD504A FRM-RS 30" GALV. FORMED, SEE SHEET 8 2 SD505A FRM-RS 36" GALV. FORMED, SEE SHEET 8 3 KEY 5 6 7 8 10 50513 SD506 SD506P SD507 SD524 SD1649 SD15 SD165 FRM-RS FORMED STEEL 54 ", SEE SHEET 8 FLASHING -RS FORMED STEEL 30 ", SEE SHEET 9 FLASHING -RS FORMED STEEL 30", SEE SHEET 9 FLASHING -RS TYPE '5" GALV FORMED 36 ", SEE SHEET 9 FLASHING -RS FORMED STEEL 54 °, SEE SHEET 9 FRM- CORNER STANDARD GALV. SPACER -FRAME & FLASHING STEEL NUT -WELD, 5/16-18 STEEL . 2 2 2 2 1 2 2 4 4 8 5 4 2 11 SD 159AL BUP -1/4" X 2" X 4" ALUM 4 2 12 SD536 PLATE -REINF 1/4" X 3" X 11" ALUM 2 COVER 13 SD502 CVR -RS 3", 48 1/2" X 42" STEEL SEE SHEET 10 14 SD511E CVR -RS 3 ", 46" X 68 3/4" STEEL, SEE SHEET 10 15 SD521 LINER -CYR RS 41 1/4" X 34 3/4" STEEL SEE SHEET 10 1 KEY 16 80512 LINER -CVR NB 2PT LOCK STEEL SEE SHEET 10 I:17 5036 SPACER -COVER 1° STEEL SEE SHEET 10 8 5 •18 _ S0527 STIFFENER -COVER NB 2PT FORMED STEEL SEE SHEET 10 1 INSULATION & GASKET 19 SD 16-2 FIBERBOARD 1" X 9 1/2'X36 1/4" 2 20 SD16 -1 FIBERBOARD I "X91/2"X32' 2 21 SDI6 -3 FIBERBOARD 1" X 9 1/2 "X54 1/4" 2 22 SD4026 GASKET EPDM 15 FT II FT * 23 SD2 FIBERGLASS COVER INSULATION 15SQFT 11SQFT HINGE 24 SD 14-P HINGE -RS FRAME PLATED 3 2 25 26 SD I3-P SD 12 -Y HINGE -RS COVER PLATED 3 2 PIN -HINGE 3/8" X 3 1/2', .368/.374 DIA., PLATED 3 2 27 SD96A RIVET -HINGE PIN 1/8" DIA. STEEL 3 2 LIFTING MECHANISM 28 50685 BRACKET - SPRING HOUSING, PLATED 2 29 SD4100 -1 TUBES -SMALL LIFT MECH. ASSM COMP. 2 30 S04101-1 TUBES -LARGE UFT MECH. ASSM COMP. 1 31 SD4083 -W BRACKET-SPRING SM W /PIN 2 32 804086 -W BRACKET-SPRING LG W /PIN 1 33 SD20 SPRING -180# 2 34 SD65 SPRING -360# HOLD OPEN & GUIDE ARMS 35 SD5481. BRACKET-ARM, 14 1/4" & 18 7/8" W/ DETENT LH PLATED 1 36 505621. BRACKET -ARM, 70°, 141/4" W/ DETENT LH PLATED 37 SD3445 -P HOA -RS LH PLATED, 14 1/4" 1 1 38 SD4 HANDLE -GRIP RED VINYL G-2R7 39 5D4820 -P GUIDE -ARM RS 14 1/4' ASSM PLATE) 1 40 SD1-P BRACKET -GUIDE ARM FORMED PLATED 5 COVER BLANK HOLD OPEN ARM SPRING EARS & LOADS, LABELS. LOCK HANDLE DJC 07/07/ 1 REV. DESCRIPTION BY DATE ITEM NO.1 PART NO, DESCRIPTION 1 NB-20 1 8-20 LOCK 41 42 43 44 SD41 2 SD66XNB PR0071 SD24 -P LOCK -BOX SINGLE PT. ASSM PLATED 1 LOCK - HANSEN 2 POINT ASSM STEEL NB-20 LOCK BOX FORMED STEEL HASP - PADLOCK COVER PLATED 1 45 46 SD25 -P HASP - PADLOCK HANDLE PLATED 2 SD49A -P HASP - PADLOCK PLATED 47 SD498-P STRIKE - PADLOCK PLATED 2 48 SD5O-P HASP -RS COVER PLATED 4 1 49 SD66 -3 ROD - THREADED CTL 3/8-16 X 6" STEEL 2 50 SD518 -1 ROD - 3/8-16 X 10" 2 51 50519 SPRING - HELPER 7115`X2" STEEL 52 8086-1' HANDLE -GRIP PLATED 2 53 S0112 HANDLE -DIE CAST RS ZAMAK 2 2 54 SD31 LOCK-SHAFT 5/16° SQ X 4 5/8" PLATED 1 55 SD62 LOCK -SHAFT 5/16" SQ X 4 15/16" PLATED 1 56 5026 PIN-RS HANDLE LOCK STEEL 2 2 57 SD30 GASKET -COVER HASP 1 HARDWARE 58 S03-Y SCREW-TAPTITE 5/16-18 X 7/8" YELLOW CHRMT 59 SD3 -1 -Y SCREW-TAPTITE LOW 5/16-18 X 7/8" YELLOW CHRMT 31 13 1 1 60 5027 -Y SCREW -HHCS 5/16 -18 X 5/8" YELLOW CHRMT 24 6 61 SD18 -Y NUT -HEX LOCK 5/16 -18 YELLOW CHRMT 24 6 62 SD234 BOLT HH STOP THREAD 3/8-16 X 1 3/8" YELLOW CHRMT 2 1 63 SD 185-Y NUT -HEX LOCK 3/8-16 YELLOW CHRMF 2 1 64 SD94 -Y AVDEL -BOLT 2621 -1004 YELLOW CHRMF 6 4 SD95 -Y AVDEL - COLLAR HUCKBOLT YELLOW CHRMT 6 4 SD196 NUT -HEX 1/2 -13 PLATED 1 67 SD29 -A-Y WASHER -FLAT .469 ID X .922 OD X .065 YELLOW CHRMF 5 5 LABELS & MISC. LBL41 LABEL -BIL CLIP /INSTALL INSTRUCTIONS 1 69 SD129C TAG -HOA ENGLISH & FRENCH 1 1 70 LB142 LABEL- OPERATION & MAINTENANCE 1 71 LBL520 LABEL-SERIAL NUMBER, PATENTS * 72 801030 RED OXIDE PRIMER A/R A/R 73 SD125 ..n.u„m"'•OO "„ 3/4" FIBERGLASS TAPE 15FT 12 FT * 74 501901 GREASE-SHELL ALVANIA EP2 * NOT SHOWN ON ASSEMBLY A/R A/R NOTE: S-20 & NB-20 STEEL VERSION SHOWN FOR S -20 & NB-20 ALUM1NU�J�M4 VERSION, THE ITEM NUMBERS WITH INDICATOR SYMBOL INCREASE IN MATE IAL THICKNESS FROM .075' TO.090° UNLESS ODIERwISESPEWED: NAb@l4 DATE RSNOYEAIL &SHARP DEADDION AITOf0ERANCS Axa AG +f• 1315 GI . FRAC1Rk8F *%IVs DRAWN DID 10/1=9 T91;1 E. BiLCO COMPANY Fax lc ww* bll �n mbc�btco.com ORG. MANOR CID ORMECR TOLERANCE,* PE MATERIAL G.A. 23431 DO NOT SCALE DRAWING 3RD•ANGLEPROJECTION lute S /NB DOOR ASSY DW0. NO SINB DOOR ASSY X4 SCALE 1:6 'WEIGHT: I SHEET 2 OF 10 No 61657 * STATE OF /cr DE STEFANO ENGINEERING GROUP, Pt fae98eaome8baek Rte. 712 Ph, (941}3714724 Saraaata EGG*, 34238 Fae:(941147 -0879 SIGH: hmeHngaam WebsRe: WWW.DeSMlaneEaglnoodxgaom Cara:Gte ofAuthadallon Number 27383 MARK RRH5I87RAAGoN041IO7 A (41 3/8") (35 3/8") (341/8° OVERALL 87° (17') (7 11/37' +CBs 76" FRAME OPENING LENGTH SECTION A -A (4X 3 1/2" "S "DOO 4X21/4'') 3,� 51/2'' FRAME OPENING WIDTH SECTION B -B OPEN POSITION X4 S COVER BLANK HOW OPEN ARM, SPRING EARS & LOADS. LABELS, LOCI( HANDLE DJC 07/07/11 REV. DESCRIPTION BY DATE _n,.,.1 4'-6" FRAME OPENING LENGTH SECTION C-C UNI83 0111GENEESPECIREM DATE MESS OTHERWIESPCINED REMOVE ALE BURRS & &SRARPP CORNERS DIMENSION 1310 TCEPRANCES RA wca • J- 0A 9OAC ttPB+ .1180 DRAWN CID RYISA% THE BILCO COMPANY P.O. SOX 1203 New Haven. Connecticut 06505 (20319344363 Fax 9338478 www.bRco.cam e-tnmk lblloo8bllco.com ORG. AMOR CID ORG.ECR 23031 " I GEOMETRIC ow. MATERIAL MOH DO NOTSCAIE DRAWEES NM -ANGIE PROJECTION RIM S /NB DOOR ASSY sire DWG. REY B S /NB DOOR ASSY X4 , SCALE 1:7 (WEIGHT: I SHEET3OF 10 _yam No6161657 p . DC1 R :R? STATE OF s A. \� RY '!ZOOR1?":G# •. /�/1Y711.'^;.s c MARK A. DESTEPAN° PE REBISTRATR7N 8811887 DE STEFANO ENGINEER/NO GROUP, P1. 18008eeond B4ee6 816.112 Pb: (946)9714724 Sarasefe,Rertda 30338 Fas:(941)847.0870 Emit larktAr2287Sfefatto2noklearing.aosn Web0118, +mW7.0081e aea7mg.28m Derfgloa(eo/AUt8orheeaa Number 27283 (12") ! (711/32° 4X21/4 "_ 2'-6" FRAME OPENING WIDTH SECTION D -D OPEN POSITION 4X 3 1/2" "NB" DOOR s 0 2 1/2' VIEW ROTATED 180° 2X 011/37 1 3/8" 3 3/8" 4X S FRAME �(3 1/2") 21/4 ") TYP X4 3 COVER BLANK, HOW OPEN ARM. SPRING EARS S. LOADS. LABELS, LOCK HANDLE DESCRIPTION NAMEIR DAIS REV. UNR84ONERWSESPEO EM RIIRTAUSWOREN COMERS 3 C NICURANSa » JTD Zwis FRACROAS.F 1U32 NURPRETGROMMC TOIXRANCINGPER WC 07/07/11 BY DATE 23/37 4 27/32" 7 5/32" OF BUP 4X 09/37 3/16 1 3" 4X 09/37 OF BUP 33/4" 2 1/4" 1 5/16' DRAWN CD LO/12e9 ORES.AwHOR ORG.ECR Ort CID 23431 MAMMAL DONOTSCALEDRAVAND 3R0-ANGLEPROJECipN THE BILCO COMPANY (0�R934663 FFax j we3 Bolt odsos ) 9334478 www.b8co.com 0-ma8: bBco ®b3co,com RILE S /NB DOOR ASSY B OM. NO. REV S /NB DOOR ASSY X4 SCALE 1:7 !WEIGHT: I SHEET 4 OF 10 is � gyp No 669657 E 7C :1' STATE OF ?a �-�.� :�ORtdNG� "/ °.SIONACt s kuXA. VIEW ROTATED 180° 4X 3'-0" FRAME WIDTH OPENING r-6" W 07/16" 4: 3 FRAME OPENING LENGTH Ilrl: FRAME OPENING LENGTH letluill S FRAME �(3 1/2") 21/4 ") TYP X4 3 COVER BLANK, HOW OPEN ARM. SPRING EARS S. LOADS. LABELS, LOCK HANDLE DESCRIPTION NAMEIR DAIS REV. UNR84ONERWSESPEO EM RIIRTAUSWOREN COMERS 3 C NICURANSa » JTD Zwis FRACROAS.F 1U32 NURPRETGROMMC TOIXRANCINGPER WC 07/07/11 BY DATE 23/37 4 27/32" 7 5/32" OF BUP 4X 09/37 3/16 1 3" 4X 09/37 OF BUP 33/4" 2 1/4" 1 5/16' DRAWN CD LO/12e9 ORES.AwHOR ORG.ECR Ort CID 23431 MAMMAL DONOTSCALEDRAVAND 3R0-ANGLEPROJECipN THE BILCO COMPANY (0�R934663 FFax j we3 Bolt odsos ) 9334478 www.b8co.com 0-ma8: bBco ®b3co,com RILE S /NB DOOR ASSY B OM. NO. REV S /NB DOOR ASSY X4 SCALE 1:7 !WEIGHT: I SHEET 4 OF 10 is � gyp No 669657 E 7C :1' STATE OF ?a �-�.� :�ORtdNG� "/ °.SIONACt s kuXA. VIEW ROTATED 180° 4X I 1(31/7) 21/4") DE STEFANO ENGINEERING GROUP, PC 1800 Seoend Shea!, Ste. 712 Ph: (841)371 -1724 Sarasot0 RONda 34238 Pax (841)547.O878 Rmalb Ma/BDfhDxSteta 1g.00w Mixon mmast>m@aaSetOrmNaasom Car8D4atootAIfiwhaUOawambet 873&9 ineopuctitsvisso 11— 2'-6" FRAME WIDTH 1I1 OPENING 4.-6" 7/16 ", 3 FRAME OPENING LENGTH letluill I 1(31/7) 21/4") DE STEFANO ENGINEERING GROUP, PC 1800 Seoend Shea!, Ste. 712 Ph: (841)371 -1724 Sarasot0 RONda 34238 Pax (841)547.O878 Rmalb Ma/BDfhDxSteta 1g.00w Mixon mmast>m@aaSetOrmNaasom Car8D4atootAIfiwhaUOawambet 873&9 ineopuctitsvisso 11— 2X 6 15/16" SECTION E -E, SECTION F -F S FLASHING, SECTION G-G X4 S COVER BLANK HOLD OPEN ARM, SPRING EARS & LOADS, LABELS, LOCK HANDLE DJC 07/07/11 REV. DESCRIPTION BY DATE H IEW NOTE: DIMENSIONS ARE MEASURED FROM THIS TYPICAL SURFACE FOR FLASHING FLASHING COMMON VIEWS 2X 615/16" --I, 28 3/8' 563/4" 8' 8X 1 1/8"1 K SECTION H -H K UNLESS OTICRWEE SPECIFIED: REMOVE MISTER& CORNERS CRMENSION TTOLERANCES or< DIE �AA`�EFA� NAME(4 DATE DRAWN CID ronaro7 THE x 1B03 LCO aCvenO, MPANY 8478 iicut 06505 IW;.° L bB .ao, ORO. AUTHOR CID CRO. Eat 31932 • GEOMETRIC 752 MATERIAL E9A. DO NOT SCALE DRAWING 3R0-ANGLE MACRON IDLE S /NB DOOR ASSY B DWG. 9 S /NB DOOR ASSY (4 SCALE: 1:7 'WEIGHT: I SHEET $ OF 10 P? iCAgtds 910,, No 161857 r *1 A : *! o.: STATE OF r,= ;,:44o 'FLORID! 4 / "•n,,,.._/ONAL _...a" MA21fA DEBT✓>PAXO, P2 DE STEFAN9. ENOINEERMO ORDUP, P1. 1000 Seam! Street 518.792 Ph: (845)371.1724 SameotaPforlda 34238 P52(244)847 -0870 8,852: Mark00264313fanoEnglnearing.coin Web4128 xnxv.De&elanoEngtnawd,8.8om Cas02eoWW ofAa2mdaoEm9 Number 27383 SECTION J -J NB FLASHING monuctaavono •47041 togramoso. AwpmRSBb H.1y -... g 163/8" 32 3/4" 8X 11/16" SECTION K -K 2 1--. • ■ .00f 1 1 II r ■�RRRRmae�. � K UNLESS OTICRWEE SPECIFIED: REMOVE MISTER& CORNERS CRMENSION TTOLERANCES or< DIE �AA`�EFA� NAME(4 DATE DRAWN CID ronaro7 THE x 1B03 LCO aCvenO, MPANY 8478 iicut 06505 IW;.° L bB .ao, ORO. AUTHOR CID CRO. Eat 31932 • GEOMETRIC 752 MATERIAL E9A. DO NOT SCALE DRAWING 3R0-ANGLE MACRON IDLE S /NB DOOR ASSY B DWG. 9 S /NB DOOR ASSY (4 SCALE: 1:7 'WEIGHT: I SHEET $ OF 10 P? iCAgtds 910,, No 161857 r *1 A : *! o.: STATE OF r,= ;,:44o 'FLORID! 4 / "•n,,,.._/ONAL _...a" MA21fA DEBT✓>PAXO, P2 DE STEFAN9. ENOINEERMO ORDUP, P1. 1000 Seam! Street 518.792 Ph: (845)371.1724 SameotaPforlda 34238 P52(244)847 -0870 8,852: Mark00264313fanoEnglnearing.coin Web4128 xnxv.De&elanoEngtnawd,8.8om Cas02eoWW ofAa2mdaoEm9 Number 27383 SECTION J -J NB FLASHING monuctaavono •47041 togramoso. AwpmRSBb H.1y -... g 163/8" 32 3/4" 8X 11/16" SECTION K -K 2 —2 SPACES 14 .C. — I I I U i 0 I I I 1 ?. 07/16" I j4 A CHOR HOLES ANCHOR HOLES ANCHOR LAYOUT j NB ANCHOR LAYOUT (:) PARALLEL TO HINGES r�6° FRAME OPENING WI TH 4'-6" FRAME OPENING LENGTH STANDARD CAP FLASHING BILCUP' TBAEND DOWN 1" RIGID FIBERBOAR INSULATION 07/16" 2 1/4" 31/2' STANDARD 12" CURB ANCHOR HOLES 3/8" x 2" GALV. LAG SCREW W/ 3/4" FLAT WASHER 2x6PT X4 S COVER BIANK. HOLD OPEN ARM, SPRING FARS & LOADS. LABELS, LOCK HANDLE 3X AT CENTER OF EACH NON HINGE SIDE 3 /8"x1 "HEX HD CAP SCREW W/ 3/4" WASHER & LOCKNUT 3"x3 "x1 /4" STEEL ANGLE-- WOOD CURB STEEL CURB flATC ANCHORING OPTIONS. DJC REV. DESCRIPRON BY DATE 3/8"x 1 7/8" ZINC PLATED SLEEVE ANCHOR W/ 3/4" FLAT WASHE 4" CONCRETE CURB MESS On>Ht1YBESPEc238 RD�.yp�pALL BURRS 6 U HN-ATOLERANCES 18 PRACIIOt1++/- 1/32 NAMEN DATE DRAWN CID 10115102 THE BILCO COMPANY P.O. Box 1203 (103193+6361 a {203) 9334478 C0 Connecticut 06588 wwwblco com a -cot l L2co®btico.com ORG.AUMOR CM ORG.ECR 'X3431 A LERANCMG PER: OA DO NOT SCALE DRAWING 3RDANGIE PROJECTION 101E S /NB DOOR ASSY SEE . ND. REV B 1 DWG S/NB DOOR ASSY X4 SCALE: 1:7 'WEIGHT: I SHEET 6 OF 10 / No 61657 I*' * STATE OF � �.c koR10.:•\ ,"s /O1YftL GCS �s+ MARtt a. 08 STOFANO, P8 DE STEFANO ENGRNEER INO GROUP, P1. 1500 Second afresh 100.712 Ph: (841)3714724 Sarasota Florida 34230 Pas :(841)847 -0873 merRH®Geateteneatip nKdngsem Webs/te: Smte oEng *,p4cm Core a:de ofAbmednurn Number 27383 WELD DETAIL 311 bV l / FRAME & FLASHING S" MODEL SHOWN 3-0" FRAME WIDTH OPENING 2-6" FRAME OPENING – LENGTH (:) PARALLEL TO HINGES r�6° FRAME OPENING WI TH 4'-6" FRAME OPENING LENGTH STANDARD CAP FLASHING BILCUP' TBAEND DOWN 1" RIGID FIBERBOAR INSULATION 07/16" 2 1/4" 31/2' STANDARD 12" CURB ANCHOR HOLES 3/8" x 2" GALV. LAG SCREW W/ 3/4" FLAT WASHER 2x6PT X4 S COVER BIANK. HOLD OPEN ARM, SPRING FARS & LOADS. LABELS, LOCK HANDLE 3X AT CENTER OF EACH NON HINGE SIDE 3 /8"x1 "HEX HD CAP SCREW W/ 3/4" WASHER & LOCKNUT 3"x3 "x1 /4" STEEL ANGLE-- WOOD CURB STEEL CURB flATC ANCHORING OPTIONS. DJC REV. DESCRIPRON BY DATE 3/8"x 1 7/8" ZINC PLATED SLEEVE ANCHOR W/ 3/4" FLAT WASHE 4" CONCRETE CURB MESS On>Ht1YBESPEc238 RD�.yp�pALL BURRS 6 U HN-ATOLERANCES 18 PRACIIOt1++/- 1/32 NAMEN DATE DRAWN CID 10115102 THE BILCO COMPANY P.O. Box 1203 (103193+6361 a {203) 9334478 C0 Connecticut 06588 wwwblco com a -cot l L2co®btico.com ORG.AUMOR CM ORG.ECR 'X3431 A LERANCMG PER: OA DO NOT SCALE DRAWING 3RDANGIE PROJECTION 101E S /NB DOOR ASSY SEE . ND. REV B 1 DWG S/NB DOOR ASSY X4 SCALE: 1:7 'WEIGHT: I SHEET 6 OF 10 / No 61657 I*' * STATE OF � �.c koR10.:•\ ,"s /O1YftL GCS �s+ MARtt a. 08 STOFANO, P8 DE STEFANO ENGRNEER INO GROUP, P1. 1500 Second afresh 100.712 Ph: (841)3714724 Sarasota Florida 34230 Pas :(841)847 -0873 merRH®Geateteneatip nKdngsem Webs/te: Smte oEng *,p4cm Core a:de ofAbmednurn Number 27383 WELD DETAIL 311 bV l / FRAME & FLASHING S" MODEL SHOWN 333/4") 161 /4 "-- 51/16" 1 29/32"- 01/2") 5/16" 37 5/8' (41 ") 3 5/8" 5 1 /e 16" (2" ( 41 /8. SECTION L -L 3/16)/2 ` 00 34 NOTE: WHEN LOCATING SD36 COVER SPACER AND EPDM GASKET, INSIDE DIMENSIONS ARE MEASURED FROM THIS TYPICAL SURFACE ON COVER. COVER END VIEW TO COVER 3 1/4" (HINGE S DE ONLY) L GASKET & LINER COVER LINER. GASKET POSITIONS & LOCK MOUNTINGS COVER S COVER BLANK. HOLD OPEN ARM. SPRING EARS & LOADS, LABELS. LOCK HANDLE DJC 07/07/11 REV. DESCRIPTION BY DATE 28 7/8" 57 3/4" 1611 /I6 "811/32 "h - f 01/2" 3X9)9/32"7 127/32" --1 0 J_ I____ --1 30 5/32" 3 5/8" 51/4" 3/16v 11/2 0j 5) 511 4 \ W 8X >3/161/ 2 ��ZHH ( 13 /8' I 111 00C oar ill 41/8' SECTION M -M r 471 /4" COVER SPACER LAYOUT M a 0 :000 �1 JLS • rj UNLESS 07NEFw00SPECIFIER NAME/8 DATE &swRP DIMENSION 'D max M..010 00 :PR 41.:71rn DRAWN 0TD 10/18/09 THE BILCO COMPANY P.O. Box 1203 New Hoven, Connecticut 06505 1203) 934-6363 Fax (2031 0.1002 bO 9334478 Scco.com ORG. AUTHOR CID ORG. ECR 23431 MORO T'Rx: g 7ER GA MATERIAL r,• OD NOT SCALE DRAWING =ANGLE PROJECTION SJNB DOOR ASSY DWG. NO. S /NB DOOR ASSY X4 SCALE: 1:7 'WEIGHT: SHEET 7 OF 10 No 61657 , * I7l1 a STATE OF ,/ s /ONALE DE STEFANO EUQINEEWNG GROUP, PL 1000 Second 800e6 888. 712 920: (941)8714744 26800088 Rwrlda 34238 Pa1(941)847.0870 EnreB: NW kOSSOa8blatmEnglnaering< as 2088 : www.oesrelaunEngmaaNn9•amn CerOIleeIo aIAafhoAsa6On Martha 87283 MARK A. OE SWANS. PE ,.,., ".n. PL REOT8IRAAON861087 COVER LINER, GASKET M & LOCK MOUNTING NB COVER / Vf NOTE: WHEN LOCATING S036 COVER SPACER AND EPDM GASKET, INSIDE DIMENSIONS ARE MEASURED FROM THIS TYPICAL SURFACE ON COVER. COVER END VIEW LINER TO COVER 1 3/4' (NON - HINGED SIDES) 31 /4" (HINGE SIDE ONLY) 1/4" GASKET & LINER FROM INSIDE OF COVER POSITIONS TO EDGE OF LINER ° r T UNIT PART NO. MATERIAL DIM °A" 5 & NB SD504A 14 GA. (.0751 GALV STEEL 30° S-DOOR SD505A 14 GA. (.0751 GALV STEEL 36° S & NB SD504A -AL 11 GA. (.090) 3003 H14 ALUM 30° S-DOOR SD505A -AL 11 GA. (.090) 3003 H14 ALUM 36" NB -DOOR SD5I3 14 GA. (.0751 GALV STEEL 54° NB-DOOR SD513AL 11 GA. (.0901 3003 H14 ALUM 54" FRAME NOTES: I . MATERIAL MUST BE ABLE TO BEND 180° BACK UPON ITSELF WITHOUT FRACTURE AND FLATNESS CRITICAL DIAGONAL MEASUREMENT IS ±1/32", CORNERS MUST BE 90 °. X4 S COVER BLANK, HOLD OPEN ARM SPRING EARS & LOADS, LABELS. LOCK HANDLE DjC - 07107/11 REV. DESCRIPTION BY DATE MATERIAL WILEDOTHERwBEa'ECIFIEC: OA1E Si D8 R NTIXDGWCES mom 910 0 r A1S �R + AN FRACRONSW.I Mt ° DRAWN OMP 100130➢ THE BILCO COMPANY P. im 1 Newgfe^' COnneellcul 06505 wwwwbllcco.com 0ms: blcoBb o.com ORG. AORIOR Olur ORG.ECR RI465 INTERPRET MEMNOMG C MATERIAL O.A. PIMEN DO NOT SCALEDRAW3LG 012.880IP PROJECTION RR0 S /NB DOOR ASSY DWG, NO. S /NB DOOR ASSY REv X4 SCALE 1:3 IWEIGHT: I SHEET 8 OF 10 .1:0.:""Craft.k.i;\ No 61657 :7C STATE OF 4/ :'�,(*: /0(VlflL .. ....... stARKA.0ifsautANo, P, 101881 228 8 81887 DE STEFANO ENOINEERINO GROUP, PL 1800 Second Street 810.718 Ph: (841)371.1724 Sarasota PloAdo 84838 P8x:18411847•870 Ex.* ma486w Webalte: aMaraaSEBJ000Ennrteeria8.00m Car888otWo Authw18aBOa Number 27388 • u Li J-4 u u (DIM "A") O b ( DIM "B ") UNIT PART NO. MATERIAL DIM "A" DIM "B" S -DOOR 30506P 14 GA. (.0757 GALV STEEL 3211/16" 34 7/16" S & NB 30506 14 GA. (.0751 GALV STEEL 32 11 /16" 34 7/16" S & NB SD506ALP1 11 GA. (.090") 3003 H14 ALUM 3211/16" 34 7/16" S-DOOR SD506AL1 11 GA. (.0901 3033H14ALUM 3211/16" 347/16' 3 -DOOR SD507 14 GA. (.075") GALV STEEL 3811 /16" 40 7/16" S -DOOR SD507AL 11 GA. (.090") 3003 H14 ALUM 38 11 /16" 40 7/16" NB -DOOR SD524P 14 GA. (.075") GALV STEEL 56 11 /16" 58 7/16" NB -DOOR SD524 14 GA. (.0751 GALV STEEL 56 11/16" 58 7/16" NB -DOOR SD524PAL 11 GA. (.090") 3003 H14 ALUM 56 11 /16" 58 7/16" NB -DOOR SD524AL 11 GA. (.090'7 3003 H14 ALUM 56 11 /16" 58 7/16" FLASHING S COVER BLANK. HOLD OPEN ARM, SPRING EARS & LOADS, LABELS, LOCK HANDLE DRAWN ORG. AUTHOR ORO.ECR tla. DESCRI RON NAME/. OMP 21665 3ROANGLEPROJECDON DATE I071N09 DJC BY 07/07/11 DATE THE BILCO COMPANY P.O. Box 1203 New Haven, Connecticut 06503 128819346363 Pax (2D3) 933.8478 www.bfico can e-mail: biIcoGbiko.eom ImE S /NB DOOR ASSY DWG. NO. S /NB DOOR ASSY X4 SCALE: 12 WEIGHT: I SHEET 9OF10 . .'. oe srjF.. • No 61857 STATE OF ?�, DE STEFANO, PE n ", " „.n” 1'L RJ'.01S7RA7fptt 601887 DE STEFANO ENGINEERING GROUP, PL 18008econd West, Ste. 712 Ph: (841)871 -1724 Sereaom FmNae 34238 Pax:(841)847 -0870 Emir tienuttgliniSteanoengeseenngeont W68586, 2,84.1988tatanoEnglasertngxont Cereeoe/e alASmoHradon Number 27383 <`'s %OPN15:11 . MARK A. 2 3 /g' 5X R1 /16" INSIDE RADIUS 0 57 3/4" 32" 41" 41 /8" s• 315/32" 15/8" 13/16" , 011/37 } 15/16" I 3" 5/ SECTION N -N 1 /2" MIN 5/8" 315/32" 1 5/8" 13/16" MATERIAL UNIT PART NO. MATERIAL S SD502 14 GA. (.0751 GALV STEEL S S0502AL 11 GA. (.0901 3003 H14 ALUM S COVER 561/4" SECTION P -P UNIT PART NO. MATERIAL NB SD511 E 14 GA. (.075"} GALV STEEL NB SD583A 1 I GA. (.0901 3003 H14 ALUM R �•—� R-oj 1" NB COVER 1-- MATERIAL (1 1 /16"}3 MATERIAL 1 1/32" SECTION Q-Q Q Q UNIT PART NO. MATERIAL S SD521 22 GA. (.0321 GALV STEEL S SD521AL 18 GA. (.0401 3003 H14 ALUM S LINER 57 9/32" 34 9/16" • 1- MATERIAL UNIT PART NO. MATERIAL NB SD512 22 GA. (.0321 GALV STEEL NB SD584AL 18 GA. 040") 3003 H14 ALUM SECTION R -R UNIT PART NO. MATERIAL NB SD527NB 14 GA. (.075") GALV STEEL NB SD527NB -AL 11 GA. (.0901 3003 H14 ALUM STIFFENER X4 S COVER DESIGN. HOLD OPEN ARM. SPRING EARS & LOADS, LABEL, LOCK HANDLE 181$4 OTHERWISE SPECIFIECa MESS OTHERWISE SPECIFIED MOVE AU. BURPS & SHARP COMERS A .max j fRACDONS +F 1132 "TO173ANCNOP1. MAIE IAL MESH 07/07/1 01 /4" nnx S /NB DOOR ASSY DE STEFANO ENGINEERING GROUP, PL No 61657 • = 1230 Swami Streat, Sm.712 1.114841)3714724 1 � *I Sanwa a Florida 34235 P10:1543)847,0875 STATE OF ..w a2.com A4.6.• /nC�r�tA,np}oT :\�* Cer8Nleate AuOwRaaBaa Number 27383 "' V/ `�i rr�tr 'O' MARX A. 02 nano" Pa """., "n. ''' PL. Ra0ISTRAISO110814S1 00 NOT SCALE DRAWING a S /NB DOOR ASSY SCALE: 1:8 [WEIGHT: ISHEET 10OF 10 f SPACER itaaeueranvisno ltl16 gill �y +orb , SECTION S -S NB LINER UNIT PART NO. MATERIAL S & NB SD36 13 GA. (.090' GALV STEEL S & NB SD36AL 11 GA. (. 3003 H14 ALUM a A Forensic Engineering Consultants, Inc. Project Name Project Address Deck Substrate Configuration Category Exposure Condition Building Type Base Wind Speed Slope V Uplift Pressures qz Kz 71.516 0.945 Field Perimeter Comer P1 ult. P2 ult. P3 ult. ROOF HATCH ATTACHMENT CALCULATIONS Barry University - Weigard Hall 11300 NE 2 Avenue Miami Shores, FL - 33161 Report No.: BRI -RA- 13.005 Gypsum over Steel Supports Mean Roof Height Low Slope Roof Area (Approx.) III Roof Width C Perimeter Width Enclosed Parapet Height 186 mph 0.0 Slope H qz = 0.00256 Kz Kzt Kd V2 P = qz (GCp - GCp;) Kzt Kd V GCp GCp, 1.005 0.85 186 25.0 Feet 5000 Sq.Ft. 25.0 Feet 3.0 Feet 0.0 Feet 12.0 Slope Angle° 0.00 -84.39 - 141.60 - 213.12 Proposed System Product Approval No. System Design Pressure Hatch Opening Dimensions Hatch Perimeter Length Fasteners Min. Fasteners per NOA Min. Charac. Resistance Force No. of Fasteners Required No. of Fasteners Required Screw Spacing (inches o.c.) psf psf psf P1 asd P2 asd P3 asd -1.00 -1.80 -2.80 -50.63 psf -84.96 psf - 127.87 psf 0.18 0.18 0.18 Field Perimeter Corner Bilco Company Series S Steel and Aluminum Roof Hatch 11- 0722.10 -70.00 psf 30" x 36" Hatch Area 132 inches 0 3/8" x 1" Hex HD Cap Screw with 3/4" Washer & Lock -Nut 12 -43.75 Ibf NF = (Hatch Area x Pi) / MCRF RECOMMENDED HATCH FASTENING Field 8.68 11.00 Perimeter 14.56 9.06 7.5 Sq.Ft. Corner 21.92 6.02 Field Install with 12 Fasteners (3 per edge) as indicated in the NOA. Perimeter Comer These calculations have been done in accordance with ASCE 7 -10, based on the information provided by the contractor. The hatch system must be installed in accordance with the FBC & manufacturer's recommendations. The hatch should only be installed in the field area of the roof. Sincerely Forensic Engineering Consultants, Inc. ,A? R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 govem 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 designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. Renalling 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. (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 units (Le., 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. 11= 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge 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 requirements of. Chapter 15 and 16 herein and 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 net be reduced. It may be beneficial to consider additional venting which can result in e ding the service life of the roof. ;7/3/3 Owner's /Agent's Signature e at Cont or's Signature e