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RF-07-2210Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/20/2007 Inspector: Grande, Claudio Owner: SMITH, MARY LESLIE Job Address: 1053 94 Street NE Miami Shores, FL 33138- i0O21 Project: <NONE> Block: Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)347 -4083 Parcel Number 1132050120090 Lot: Phone: (305)754 -9892 Building Department Comme REPAIR LEAK AT FRONT SIDE VALLEY APPROX20 TIMES REPAIR LEAKS IN 3 VALLEYS IN REAR- APPROX 100 -150 TILES .1b i Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 65749. MV jr 11/07/07 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, November 19, 2007 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO3f 1.4 -L17 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in acco►dance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111 CFN 2007R1066331 OR .k 26030 Ps 3343; Ups) RECORDED 11/05/2007. 11:31:09 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: ,/9S3 /L 9,f' Se- N/#9-07/ , , e-x s, ,c.- 3313 2. Description of improvement: 4e0 c WA/44 4R6/s ,e (A,47.7) 3. Owner(s) name and address: /W.4bey Lei( efnli 173 ®6-3 A--e- t 1. 7 /td /OM 5A 33ij Interest in property: a Name and address of fee simple titleholder: J 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. 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 and address: Afi 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. / l Name and address: 1 / 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ = nt date is - . ecifi - • Signature •f 0 ialir Print Owner's Name /174 T Z Sworn to and subsc? b e ore Notary Pub!' Print Notary's Nam My commission expires: 123.01 -52 PAGE 4 8/02 me thisC2y Prepar b "Da i ,. i day of c-to Aer' , 20 01 C Address: "7' a /WS', STATE OP FLORIDA, COUNTY oi=' m nu 1 HEREBY CERTIFY that this ia a lrmp_Cepy of file alrJe in its of, on -S day of ' « 0Q AD20 hand and t?Scial See UVIN, CLER . of C. d County Goa BY BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION I��� FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building Electrical mbin Mechanical Owner's Name (Fee Simple Titleholder) ./ -;% fli4f.td , Phone # Owner's Address 6 City j) State Tenant/Lessee essee Name Phone # 5. 1 E 9 • 115 5 zip 3 9 13 S" Job Address (where the work is being done) City 'Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES /O53 &C. 9y sT Zip 33/38' NO X. Contractor's Company Namejt, r el 1 tJ Phone # se City 1 A'Y191. Contractor's Address Qualifier Name State Zip Phone # ��� State Certificate or Registration No. [ ;-Q S7 /' 0 Certificate of CompetencyNo. 1c 764 4 t1 331Ci k Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ LISCO Type of Work: ❑Addition ❑Alteration Square / Linear Footage Of Work: 3S0 A ' ❑New ❑ Repair/Replace ❑ Demolition Submittal Fee $ , Permit Fee $ Notary $ 6 , Scanning $ (0 Training/Education Fee $ ( -00 Radon $ Bond $ Code Enforcement $ Structural Review. $ CCF $ 5.00 CO /CC Technology Fee $ . Z 5 Zoning $ Total k'ee Now Due $ 2-7 See Reverse side -- w +.J J CK .77R Vitar Ferri; �.)ti'v Bonding Company's Name (if applicable) Bonding Company's Address City State 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 the absence of such posted notice, the inspection will not be approved and a re r' pection fee will be charged Signatur AeAMPRiglir INEw ser Agent The foregoing instrument was acknowledged before me this ti-PC day ofOC j1. t,r , 20 U7 by /Airy k e ,s,.yli4 who is ersonall known NOTARY P /J/ C: My Commission Expires: * ** * * * ** * * * * * * * * * * * * * * * * * * * * * ** 1 11 " d who did take an oath. APPLICATION APPROVED BY: (Revised 02108106) WV ,,, STEPHANIE A. COLAS ;*s MY COMMISSION # DD 616431 .: * *OR A414:ll ** Bonded Signature Contractor The foregoing instrument was acknowledged before me this 3) day of Oclo &ee , 20 o°7 , by "—Daniel who is personally known to me or who has produced ns NY 'S as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning High Velocity Hurricane Zone Uniform liootiig PhrnitlAp{ilicion Form Masterefmtt No. • • • • • • • • • . • • - • • •S ••• • • • _ •. Section A (General Information) • Process Nos • • • •• • ♦ •• •` • •• • • a • • • • • • • •• Job Address! • Contractor's Noma:. •• • • • Roof Ca# :gm • - •• ••• •- • • • .,,Mechanically FastaneeTtle• • • ._ -Metal Panel/Shingles 150 Roof Type — New hum Re-Rooting _Recovering ,_, Repair • Maintenance • • ••• �5 may^ ��j�5 �`. MOME V E OCT 1 2U07 BY: ___ ar /Adhesive Set Tile »Wood SMngles/Shakes Are !here Gas.Vent Slacks located on the roof? ;Yes "°No If yea, what typo? . ,NaWrel .__LPGX Roof System Information Low slope roof area (ft.ly t Steep Sloped area (t.') /Z /�, Total (ft Section B (Roof Plan). Sketch R.s of Plan: fuatrele all tevele and sauna, roof drain. souppars, overlow scuppers and averttow drag. lndrde dimenalone el'seallons and lavete. Beady Identlfy ire atom of olevated pressure zoned and tooatton of parepats. Perhneter 1tVldih (a • - Gorner SJzo (a' a aq: . I■uuhINIUMMINIUMiuuIIIuI.IONNIi OXIMMUNROMINO 11IllhNA, ■1iMMMi MOMMO■ M■■ NI Mii lINOMMMMM1MMiiiMMiiiMM1MMMMMMU M11MMMMM Maud■■ M■ MM11■ MMMMil: ftliitiiii liRlii> riii iiiiiiiiliiiiiiiilloiiil� ■i� MMMIMMMMMMMMMi1MiG MIIMMEMSOMMM1MMMMMMMMIi ■MOSIMAlillMMiltiiMil ■Mi iii■ iM MM■1 MMl iGMiIiMMMMilMMMMiiii■MMISMOMMI MMMIMOMEMMEMiMM� MiiiMMISMIIiiiRlVIOMMIMMIii iiMiiMMMliilMUMMIMMitiiiMii ■MOM, oMN= "� "' ! NIM! 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Perknetfar. , NoNo$ 030 01. D y " °' fir:_1**42% #'.-- .O_.._: tic • • • wok Type: f ppywooD Guyon-tomes: Anaherft*Sheatitlio.a r wand ajgon Base Layer T},lna thateltaselatker Tap- Top. flignimrefOastenenowinsulation Berl MeV PkeirgeWt ____ _,,C Comet tos Vikiii001619, dutitir, t inaggigi COL Gait 04401 ma, •.1S'..�.i; =:i' =: Mean Rollf • Fi ape`saw1Hh Matall s . et R .046110tor 16 V� 11 vbesweastootliknomwatel N PYShetigt4;8416A Oh* ve v: 140 Oi(4W Theit, Intiukitiot raptenetinaadU.ig° SriaL. TiWelitheat(e)4416,4tEgyta)1'- / flit #4:7 C.- MI® MS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •• •• •. • • • • • • • •• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAB BUILDING • 110 FLA suns 1603 • • • :Win FLORIDA 33130-1563 • • • • • • • • • 0 ) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 expiation date stated below. The Miami-Dade County Product Control Division (In 1Vtiami 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 proposes. 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberold® 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 NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 00102 Expiration Date: .11106/08 Approval Date:10/23iO3 Page 1of32 Membrane Type: Deck Type 1: Deck Description: System Type E (1): APP /SBS Heat Weld Wood, Non - insulated • • •. •. • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• .• • • • •• • • • • • • • • • • • 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. • • • • • • .•• •• •. • • • • • • • • • • • • • • • • ••• • •• • • • • ..•. • • ••• • • • • • ••• •.• • • • •. ••• •. . . .. • All General and System Limitations shall apply. .. . . • • • • • •••.... Base fit: GAFGLAS #80 Uhimarm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat-Welem Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex Plylm 6, GAFGLAS #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 lap staggered and in two rows 12" O.C. in the field. (Maximum Design Pressure - 45psf, See General limitation 67) GAFGLAS® Ply 4®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 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. (Maxaum Design Pressure -45 p#, See General Lin 17) GAFGLAS Flex Pirm 6, GAFGLAS #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 525 psi, See General Limitation 67) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with l l Tec (GAF I TTE) #12 or #14 Screws and 3" Plates, 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) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tex (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General limitation 17) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 8" 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 -75 psf, See General Zion 17) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat WeldT' Smooth or RUBEROID SBS Heat Weld) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA Na 03-0501.02 Expiration Date: 11/06/08 Approval Datal0i23/03 Page 28 of 32 Membrane: • • ••• • • • ••• .. •• • • • .. •. • • • • • • • • • • • • • • • ..• • • • • • • • • • • • . . ... • • • • ••• One ply of Ruberoid® Torch Smooth, • Ruberoid® Torch Granule, Ruberoid® Torch Phis Granule or Ruberoid® Torch FR.torch plied according to manufacturer's application inst ractioas.• . . . • • • • • • • . • • • Or . .. • . . . . One or more plies of RUBEROli9® SBS Heai'W 1&& PLC'S, RUBEROID® SBS Heat Welem PLUS FR, RUBEROID® SBS Heat WeldTM 170 FR, RUBEROID® SBS Heat We1dTm,iRO phS eta We1ddm Smooth, RUBEROID® UltraCladTh SBS and A O SBSHeat- We1dTd 25 applied according to manufacturer's applicatile3n$tratto $ s. : :....' Surfacing: (Optional) Install one of the following. 1. Gravel or slag applied at 400 lb /sq. and 300 lb/sq. respectively in a flood coat of approved asphalt at 60 lb /sq. 2. GAF Premium Mbered Aluminum Roof Coating, at 13 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal/sq. (Torch Smooth applications only) 3. GAF W MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galisl• Maximum Design Pressure: See Fastening Above NOA No: 03-0501.02 Expiration Date: 11!!)6(08 Approval Date:10/23I03 Page 29 of 32 • • ••• • • • ••• •• •• • • • •• •• • • • • • • * • • • • • • • ••• • • • • • • • • • • • • • • • • .. ••• • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply WWI used ligt wechanicdlly famed base or • anchor sheet. • • • • • • • • • • 2. Minimum V" Dens Deck or ih Type X gypsum boara eaeCeptalke.to.leehistalgd directly over the wood deck GENERAL LIMITATIONS: •. • • • .• •• •• • • • • • • • • 1. Fire classification is not part of this acceptance, refer to If current Apefl•Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous 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 past 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 minhnum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revisal 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 Roofing Application Standard RAS 117. 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 117. (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 with Roofing Application Standard RAS 111 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 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 034501.02 Expiration Date: 11/06/08 Approval Date:10123/03 Page32of32 • • • • • • • • • ••• • • • • • ••• • • ••• •• • • • • •• • • • • • s • • • • • • • • • • • • • • • • • • w- • • • m Norgabookgrzsu •• • • •' •• ••• • Otezissue • • • • • • • June 20, 2002 Mr. Mattel J.Gada GAF Materials Corporation 1361 Alps Road Wayne NJ 07470.3689 •• • •• ••• Our Reference: R1106 Dear Mt. Carla: This is in response to our conversation on June 20, 2002. As-discussed, the following rc a t io sy ern nteet.4 Cubs A criteria per ANSI/L=1,790 based on existing fire test data Deck. C- 15/32 Incline- 1/2 l (41 }` * _ One or wore layers isoeyanuirate,, woad f�,b,-e`nri ocyammte Base One Weld Sheet-( -Oneor more •• Wanly any qu ions. arise on the above, please contact the writer. Vet y truly Yours, Douglas C Miler Leeting Group Leader Fire Protection won FR or Oft e A Tor- -tor t dethedad to attitia saw commlead w • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • •SECTION 1 ' I .� • • •• • • • • S • • • • HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CQNSWERA,TIQNS • ••• • • • • • • • • • • • • • • • • • • • • • • • R4402.111 Scope. As it pertains to the section, it is there o i&lity afinotmg costrictpr to provide the owner with the n• ?nnire.rl rnnfina Hermit, and to explain to the owner the content of thcsection. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as parref t aQasim btp,tegthe owner ant the contractor. The owner's initial in the designated space indicaft tpACthp peen etplained. • • • • • • • • • • • • •• • • • • • ••• •• 1. Aesthetics - Workmanship: the workmanship provisions of Section R.4402 are ose of providing that the roof system meets the wind resistance and water instruction 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. Renailing wood decks: When replacing roofing, the existing wood roof deck >, e 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). 3. !J Common roofs: Common roofs are those which have no visible delineation j `'' -rn neighboring units (i.e., townhouses, condominiums, etc.) the building with aL' , the roofing .pr t• and /ar owner r.:a 1d notify Life occupy tes.. of adjacent t;QJi4llf(�pAA roofs, LYZ6. 2L1a.1ZYflY {..L1SYtY�L6L61�.1 C4S.ClSit >i owner s7Al�:'�,ye units of roofing to be performed. 4. ■ Exposed Ceiling: Exposed, open beam ceilings are where the underside of the r(wri Inking 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. The provides the option of maintaining the appearance. 5. w. Ponding water: The current roof system and/or deck of the building may not ir ell and may cause water to pond (accumulate) in low -lying areas of the roof. Pending can be an indication of structural distress and may require the review of a and �, ti1: €�1w'tFa ofthe new {, .i: 'liizl ' t i 1,,t, , ,. i 1?.iaa:. nl i �= �` nitt be system is removed. Ponding conditions should be corrected. 6. Air Overflow scuppers (wall outlets): It is required that rainwater flow off so that th-tr •-'pis 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflo "' ough the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. /0/44 5107 s Signature Date Contractor Signature Date 6-)