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ROOFINGDate Type Insp' Permit No Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 2 0 0 , L l T 1 Date Type Insp'n Permit No. Name Address Company Phone # For Inspector: Approved' Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name & D Re- Insp'n Fee ❑ T' {) 0 \ Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 17A P 26 1:7N.5 V"7 51 1A p 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 -, 90 16 41 66 f• 41 17 42 67 F 92 18 43 68 fA- SS e D 93 19 44 69 94 20 45 F 70 95 21 46 F ; tE 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 .. 50 75 100 Owner's Name: Job Address* ED BY: THIS REPO Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 P.E. (D, r 5- `J— TEST RESULTS P = PASS, F = FAIL oZ U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION 112.2- k 9 8 5T 1 •1 I A arc t 1 F - 1 Project Permit* as"` to 3q Roofing Contractor: Kk•W A E `, F t t Type of Tile: RG L\. Pa - FOB &LA 5 vzr Date Installed: '1 i - /D-Z Approximate Roof Height:? .feet Roof Pitch* 3 , 1 Z Type of Access to Roof Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: 2290 ft2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: a'i a — N2 2525 IN ACCORDANCE WITH TH • CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TES KETCH OF ROOF NOTES A '• T _ `r tE 2t( 5� w( &). M JOB 1 l 2 t`-L.- 98 5T j../1 • S zi SHEET NO. ,/� CONTRACTOR 4-l(' ) k-1- 0 L�- CHECKED BY SCALE ''- of r 4 Z 1111©i _ ► w. ' /■1111■WMAIIIIIIIIIIII��''�i�''/,^■ M■M■ IM M1 I `'i%■ ■LJ ■1 W111111•111111124 N[MIr7■ MIIIS111% Aimummamme'r a\■ w) • 1-ite41- l aD P7/- 67 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138. 795 - 2204 Date 51,2 Address 1 1.1 KE "' 1 rax Folio Legalpoesciiption Owner /Lessee/Ten Historically Designated: Owner's Address Contracting Co. State # riah E&r.1 f<CLIA)640k ROOF N I h j Qualifier PCULUt r """ _"J �k Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: dear 0-14 le_ roeff' rep ?Ace wI & V'Ct/V Mo11 ` Cent, cIorl -,t a1 I -- h le +he save color ro 11-Fi 1 sys+et / 1 Square Ft. dd , Estimated Cost (value) U O00 PO 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. & 1Li une of owner and/or Con President Date No as to Owner a d/o 01404' . tot My Commission Ex.ires . 111 n ''Q ^` pp 4'OFte FEES: PERMIT F 0 RADON APPROVED: a -/zi- r t JANICE KASPERate ' COMMISSION # CC743444 . EXPIRES MAY 17, 2002 BONDED THROUGH ADVANTAGE NOTARY OF FLORIDA Zoning Building Mechanical Plumbing C.C.F Master Permit # 3 Phone 1-1 SS NE Phone 3°5'I S 1 4 - 0 141/ Competency # ns. Co. L "" e "kl "'7 Address Signature of Contractor or Owner Builder 0 pines Notary as to • ntrac My Commission E Yes No s lltsiMtlingstey *My Commission CC859901 04 , Expires August 1, 2003 EJu1o1 Date Date NOTARY`" Q � - BOND 06 - 1 TOTAL DUE Electrical Structural Engineer High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process Contractor's Name Pau - wa 1 e Job Address t LL WE qq -!�+ , ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile di-Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shing eeslshakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) � ioo 2100 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. - r _I I ! I L i l I I Roof System Manufacturer: ~04 `k t -- Notice of Acceptance Number: 1q_ i 6k)- — .C 0 Minimum Design l W , ind Pressures, Pmax1: `"\ b . l If Applicable (From RAS 127 or Calculations): 61 Pmax2: P max3: k' - � Maximum Design Pressure (From the NOA Specific System): g (o . (9 n t Roof Slope: : 12 High Velocity Hurricane Zone &)niform Permit Application Form Section D (Steep Sloped Roof System) t� c, � � o o F �� c c - Deck Type: Ridge Ventilation? Mean Roof Height: 13 Sloped System Description ype Underlayment. Insulation. Fire Barrier: Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering: \ \ k " D S (- -e_. Type & Size Drip dge: µo n j of &an Cref( 341, 4 t e High Velocity Hurricane,Zone,Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer: NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure. From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of PIy(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(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: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc @ Lap, # Rows @ ' oc Perimeter: ' oc @ Lap. # Rows _ © ' oc Corner: ' oc © Lap, # Rows @ ' oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. • A FT. FT. Parapet Height Mean Roof Height Whcrc to Obtain Information Description Symbol Whcrc to find Design l'ressurc 1'I or P2 or P3 RAS 127 'rabic 1 or by nn engineering analysis prepared by Pli based on ASCII 7 Mean Roof1Icight 11 Job Sitc RooI'Slope 0 Job Sitc Aerodynamic Multiplier ), NUA Restoring Moment due to Gravity NI, NUA Attachment Resistance Mr NUA Required Moment Rcsistancc N1, Calculated Nlininuun Attachment Resistance I' NUA Required Uplill Rcsistancc . I', Calculated Avcrngc'I'ile Weight W NUA Tile Dimensions 1- length NUA w- width All calculations must he submitted to the Ituilding Utlicial at the time of permit application. M Required Moment Resistance' Mean Roof Height -- . Roof Slope I l, 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 • 4:12 26.6 28.9 ' 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values front Mr. If the M values arc greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Nlo cnt Based Tile Calculations Per RAS 127" (I x X _ . / - Mg: t 30 - Mrl �" NOA 1�'t g �.V xX =')7. ) -Mg: 31) =M r , ')-A,s 6 NOA M CR6. x 1 = ) - Mg: ` ?O = Mrs (.58 NOA M Vii, . ( ( Method 2 "Simplified Tile Calculation I'er Table Below" Required Moment of Resistance (■ Front Table Below • NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values arc greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Pcr RAS 127" (P : x I: = x w: = ) - W: x cos 0.• = F NOA F' (P,: x I: = x w: = ) - W: x cos 0: = F NOA F' (P, : x I: = x w: = ) - W: x cos 0: = Fr3: NOA F' SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor t6 provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. - 66 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 i h Velocity g ty Humcane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. g 1> 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). - 1"j 3. Compton Roofs: Common roofs are those which have no visible delineation between neighboring g g units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. • S 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 Florida Building Code 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. b 6.. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance -with the Florida Building Code, Plumbing. v1?) 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. ,25/ 0 e 9 I wner's /Agent's Signature Date Contractor' ignature C'DOCL. l£ I'cmp'LOGL- hT.aq\SI:CTIO' I3 :lAw j M ,' .'t1 1, Ilit: i,1 7 17b /134/'mit 14. L.1 • MUIMWAO Approved: 12/30/1999 701 J3(.o.) 11 laler••t td4rerit poi itoNr4orCilbUlldiaQC,de0Dlloe.00m i;bl• t} 1 i41 1 11 t NaMI -DADfe: cc.IUN'rY. F1.ORIUA METRO -DADC rLAGLER RIJILD(N(; 1+tUlLD[NC CODk COMPLIANCE OFFICE METRO -DAVE PLAGLER BUILDING STREET. SUITE 1+0 WEST P MIAMI R FLORIDA 33130-150 + (305) 373 -'901 FAX (305) 173 -1908 ( TRACTOR LICENSING S _ rRAF.Ci ION 1vMa Lifetile LLC CON r RA 315 7.527 PAX (305) �CT x 135 NW 20 St. c:oNTILACTOR ENrORCFtENT sr.CTioN Boca Raton FL 33431 MS) 375 -2966 FAX (303) Tts.190a PRODUCT CONTROL DIVISION Your application for Product Approval of: Villa & Roll Capri Low Profile Tile ( Pas) 375-7.402 NT (305) DIVISION ovcrnin the use of Alternate Materials and Types of under Chapter 8 of the Codc of Miarni-Dadc County g fi Construction, F and completely described herein, has been recommended for acceptance by the Miartu-I)adc County Building Code Compliance Office (BCCO) ceder the conditions specified herein. This approval shall not be valid after the expiration date stated below, B a O reserves ns to sectuc this product or material at anytime from a jobsite or manufacture. s p r! If this product or material ails to perform in the approved manner, BCCO may revoke, modify, o if sp is the use of such.proliuxct or material immediately. al fags to reserves the the � isli g ments of the ouch iorida Building determined BCCO that this product or ma Code. The expense of such testing will be incurred by the manufacturer. Acceptance No :99 (Revises No.: 97 1124.16) Raul Rodriguez Expires :12/16/2002 Chief Product Co_ nixo DID t' ton VERSHEET, SEE ADDITIONAL PAG:�S I(OR SPECIFIC AND GENERAL THIS IS THE CO -- CONDITIONS BUILDING CODE Si PRODUCT R.FnEW COMMITTEE ;S application for Product pA p vro al has been reviewed by the BCCO and approved by the BuildiiiR Codc Product Review Committee to be 'L9ed in Dade County, Florida ur;dcr the c onditions set forth above. and .i0 20,44T4 _ ,A. PRODUCT CO OT. NOTICE OF ACCEPTANCE r wntan - R. A. ranctsco - Director Mi i -Dade County 1 of Building Code Compliance Offi `ietneprQe: blip :(fwww.buildingirodeonline.rnt0 k1 t :ii .'till, ■Ir1: • 06/0•1/2001 14:23 KoliteiR LrFETtLE LLC • NOTICE OF ACCk _ icE AIti 1 ` APB CONDITIONS 1, SCOPE This revises a roofing system using Monier Lifetile Vilk, Roll, and Capri Concrete Root Tile, as manufactured Monier Lifetile LLC described, in Section 2 of this Notice of Acceptance, designed to comply with the South Florida 3ui1ding Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFEC Chapter 23, do not exceed the design pressure values obtain by c alculations in compliance with RAS 127 using the values listed in section 4 herein_ The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Low Profile Tile 2. PRODUCT DESCRIPTION Test product manufactured let n S Description Prod t Applicant P.hilk SneCi l tic$tt2 Monier Lifetile LLC 1= l6 /. r " PA 112 Low profile, interlocking, high pressure • 13" extruded concrete roof tile equipped with Villa dz Roll •• one nail hole and double roll ribs. For �A . thick one deck or battened nail -on, mortar of adhesive set applications. Monier Lifetile LLC Capri Tile Trim Pieces :1 :•■4`11'141i`i t b1 .4.1I45i i L = 17" W= 12 V VI" thick 1 = varies w — varies varying thickness 2 .,Ul. tt 1 ,t1 11 I t i'Ivirl L.C' t ACCEPTANCE Nn. : 99- . 012.02. APPI;OVED :December 30, 1999 EXP!R S :December 16, 7002 PA 112 Low profile. interlocking, high pressure extruded concrete roof the equipped with one nail hole and double r011 ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim. concrete roof pieces for use at hips. rakes, ridges and valley terminations. Manufactured for catch tile profile. n Zuloaga. R.RC Roofing Product Control Examiner Flfi/ 04/ 2001. 14:23 MO[TER LIFETLLE LLC Product Rainproof II Ice and Water Shield Wood Battens • Tile Nails Tile Screws 2.1 Components or products manufactured by others Roof Tile Mower ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1 140 ") 56131RS391 jjQtICLOF A�CC>QTANCE__ Dimeasi00000n 30 "x75'roll 36" x 75' roll or 60" x '75' roll 36" x 75' roll Min. t "x 4" horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x2" for use alone Min. 10dx 3" NIA NI .-.1 "_ tt l r r 1 I ! l '1UN1tK t ._t nIms.µ Test specifications PA 104 PA 103 Wood Preservers Institute U' — 2 08x 2 W' long PA 114 Appendix E 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia PA 123 PA 123 3 ACCEPTh1 CE iNu 99- 1Q12.07 _ APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CUj`1DITION$ Product Ptscription Singie piv, nail -on underlayment with 2" sc!f- adhering top .dge. Self- adhering undo- layment Salt pressure treated or decay resistant lumber battn ns PA 114 Appendix E Corosion resistant screw or smooth shay.{ nails Corrosion resistant, coated. square drive, galvanized, coarse ;Mead wood • screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile ape ilc at iOn4. M?nuf_ ctjjeS Pmtect -O -Wrap. Inc. (with current NOA) W.R. Grnce Co. (with current NOA) generic generic generic Bermuda Roof Company. Inc. with current PCA Quikrrte Construction Products with ent PCA r ~� Zuloaga, R.RC Roofing Product Control Examiner . 3k/.i4/7Hi 11 14:13 • • 1� FE TTLE LIg trod_ 50 Roof Tile Mortar ("BONSAI.® Roof Tile Mortar Mir") Roof Tile Adhesive ( "Po lypro® AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 5n +jao�yx NOT CCQF ACC ANCEr TS ANDATi» QND1T1ON pitfmoi4P/ N/A PA 123 N/A Clips Min_ 'A" width Min. 0.060" thick Clip Fasteners Min_ 8d x I 'A" Test Specificat(gtit 4 4 ,<< i'wivlLrt ACCEPTANCE No. : J9- 1012.02 APP ROVED :December 30, 1999 EXPIRES _December 16, 2002 Product Pescriotlsa Prep7red mortar mix resigned for mortar set roof tile applications. HAgactTirex W. R Bonsai Co. with current PCA See PCA Two component Polyfoam Products. paly;;rcthune Inc. adht:ive designed for adhesive set root tile applications. Factory premixed See PCA Single component Flexible Products canisters p olyurethane (with current foam roof tilt NOA) adl :zsivc PA 114 Appendix E Corrosion resistant clip; with corrosion resistant nails. Generic 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications. a static field uplift test shall he performed in accordance with R.AS 106. 3.3 Applicant shall retain the services of a Miami County Certified Laboratory to perform quarterly rest in accordance with PA. 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office far review. eats shall be in compliance with the applicable Roofing 3.4 Minimum underl>syrn Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment: Applications may be installed perpendicular to the roof slope unless stated otherwise by the urtderlayment material manufacturers published literature. applications_ 3.6 This acceptance is for woa 29 of the SFEC. be in compliance with chapter shalt -loapi. ttRC Rooring product Con[rcil Ex u' s 0604/70011 , 14: 7".1 5613385391 Tile Profile Monier Lifetile Villa, Roil and Capri Tile 0.267 rIe . Profile Monier ufetlia Villa, Roll, and Capri Tile Tile Profile Battens 5.57 Direct Deck 6.30 Fastener Type Monier LIfetile 2 - 10d Ring Shank Nails 8 Villa, Roll, and 1 -10d Smooth or Screw C Tile Shank Nail 2 -10d Smooth or Screw 16.4 Shank Nails _ 1 *8 Screw f _____ 25.8 2 *18 Screw 47.1 1 -10d Smooth or Screw 24.3 Shank Nail Fietd CIi 1 -10d Smooth or Screw Shan Naii ( E3ve Clip) 2-10d Smooth or Screw 35.5 Shank NailS Feld Clip Z -10d Smooth or Screw Shank Nails (Eave Clio) 2 - 10d Ring Shank Nails' and fast_rners I lnstahatIon with a 4 the handle Direct Deck (min 15132" plywood) 27.8 19.0 MEIN 1 r rC i MONIER LIF TILE LLC ACCEPT4NCE No• : 99- 1012_02 APPROVED :December 30, 1999 EXPIR? j :December 16, 2002 vo ICE Q F CE: ,ST IL W S;S)ND1TIONS 4. INSTALLATION 4.1 Monier Lifetile Villa, Rol', rwd Capri Concrctc Root and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations T 1: Aerodynamic Multtpiler.. - ?` ft A. (ft') Batten Application Table 2: Restoring Moments due to Gravity - M ft- lbf) _ _____ 1 3 ":12 - 4 ":12" 6 " :12" ( 6 " :12" 7 ":1 z' or greater Battens Direct i Battens Direct Battens Direct Battens ni(f k D eck 1 Deck Deck 5.48 6.18 5.37 6.05 5.24 5.90 5.09 , 5.73 Table 3: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf) for Nail -On Systems 31 9 5 (fe) Direct Deck Application 0.289 Direct Deck (min. 19132" plywood) 37.4 11.8 21.9 25.8 47.1 24 3 19.0 35.5 43 0 or z% • N r� Battens T 29.8 _ 4.1 7.1 24.B 31.9 22.2 . nank Zuloar,a. RAC r.tooEiris Product Control Examiner 22.9 49.1 7.a� I• r I I r l( I. r l i. not 041 bull , 14. 4 - 3 • • 1 MOT1.TER LIFEIIL. C. 1.1 `. `♦ 11 `. ♦� I ;.)01J. )) • r! I. ft ,111 1 At L ACCEPTANCE No. :99 .42. APPROVED :December 30, 1999 EXPiRZS :December 16, 2002 NOTICE OF 9 AN-Ct Sx'- NOA;:D C ONDITJ0NS Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachmenl Profile Resistance Monier LrtatiIe vipa, Roll, and Adhesive 26.1 Capri Tile 2. _Sae manufIChunes component pproval for installation �equInements. 3 Flexible Products Company Tileflond Average weight per patty 11,4. grnms. Polyfessm Product, Inc. Aver weight peryatty 8 prams. _ _ Table 4A: Attachment Reeistance xpressed as a Moment - M, (ft -Ibf) f or Single Patty Adheaivt Set Sy stems Tile , Tile Application T Minimum Attachment Profile Resistance Poi oam PolyPro "' a6.6 t r Monier Lifetile Villa. Roll, Polyfoam PoIYPro TM 45.5 and Capri Tile 4 serge paddy placement of 549rams of Po Pro' , g Medium paddy placement of 24 • rams of Poi rani. Table 48: Attachment Resistance expressed af: a Moment - M (ft - Ib f ) for Mortar Sat Systems Tile Tile Profile Application Monter Lifetite Villa. Roll, and Mortar Set' Cape Tile Attachment Resistance 20 -- 5. LABELING All tiles shall bear the imprint or identifiable m&rkinq of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENT 6.1 Application for building permit shall be accompanicd by copies of the following: 6.1.1 This Notice of A . 6.12 Any other documents requited by the Buildinu Official or the South Florida Building Code (SE BC) in order to properly evaluate the installation of t his system. RRC R oofing Produa Control xteminrr • ■1 ' , 1 l i l 4 11,, 111)1 VV1 LVV!. e rt12M _MEET ! k - 1,1•4•4 J. vti(, I 7 tt 1 JCl 1 11 (_ NOYICE OF ACCErrAL ANAAR!) CONS IO PRWFLLE DRAWINGS MONIERLIFETILE VILLA CONCRETE ROOF TILE MONIER LIF'ETILE ROLL CONCRETE ROOF TILE ACCEPTANCE Nn.: 99- 101_2.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 frank Zulmm., ItRC Roofing Product Control Examiner 4 V1h/ awn ►v :La 3,LJJ0J• ♦, ' IWNERIMPLELLC NOTICE OF ACCEPTALL :: STANDARD C¢KD!TIQN 1VM0N(ER LIPE►TILE CAPRI CONCRETE ROOF TILE ACCEPTANCE No. = . 99 r 1Q12.02 APPROVED : December30, 1999 EXP(RES :December 16, 2002 _ .t. • papa, RRC RQQ!ing Product Control Exunfncr • ' 86t t 14:23 •� • MONERLIMILEILC Sint /1115191 MUN1Ek l :I_t lJl.!4 ACCEPTAINCP. No.: -101. Z APPROVED : December 30, 1999 EXPIREC :December 16, 2002 rant Zulnagrr. RRC Roofing Product Control Examiner r NUL 1, n_riCE OF ACCEPTAN _ STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (S) years. 2. Any and all approved. products shall be permanently labeled with the manufacturer's name, city. State, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3, Renewals of Acceptance will not be considered if: a. There has been x change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no ce holder o product complied w th l originally all the requirements this acceptance, c. If the Acceptan including the correct installation of the product. d. The engineer who originally prepared, signed and sealed tyc required documentation initially submitted, is no longer practicing the engineering profession. c. Any revision or change in the materials, use, and/or manufacture of the product oprocess brat automatically be cause far termination of this Acceptance, unless prior written app this requested (through the filing of a revision application with appropriate fee) and granted by office. 5. Any of the following shall also be grounds removal r oft is Acceptance: a. Unsatisfactory performance of this p advertising or any b. Misuse of this Acceptance as an endorsement of any product, for sates, other purpoSeS. 6. The Notice of Acceptance n umber preceded by the words Miami -Dade County, Florida,. and followed by the expiration date may he displayed in advertising literature If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shat) be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8 and this last page 9_ END OF 'MIS ACCEPTAN SLCTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractorR provide the owner with the required roofing permit, and to explain to the owner the content of this section.e.The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) re for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. �2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring snit (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be iewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. cat►� Ponding Water: The current roof system and /or deck of the building may not drain well and may ater 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. 244/6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance'vith the Florida Building Code, Plumbing. 04M 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature CADOCCSIC -II mp`LOCALS- PTemp%SECTIOS ISSLd //3/ Date Contractor's Signature Miami Shores Village "9 10050 NE 2nd Avenue CO Phone: 305-795-2204 � Building Permit Permit Number: BP2002 -1039 Printed: 6/4/2002 Page 1 of 1 p Applicant: BRIAN BARBICK `i Owner: BARBICK BRIAN JOB ADDRESS: -1122 NE 98 ST E. Contractor KAWALEK PAUL Contractor Address: 485 NE 92 ST * * ** l Local Phone: 305 - 218 -3552 `t Parcel # 1132050180370 Legal Description: REV PL MIAMI SHORES SEC 8 PB 43 - 69 LOT 20 BLK 180 LOT Fees: Description Amount FEE2002 -3150 Building Fee $157.50 FEE2002 -3151 CCF $4.80 Total Fees: $462.30 FEE2002 -3152 Buildier's Bond $ Total Receipts: $0.00 _7 te, f . Total Fees: $462.30 V `L_ Permit Status: Approved Permit Expiration: 12/1/2002 Construction Value: G.66, $8,000.00 t Work: TEAR OFF EXISTING TILE ROOF REPLACE W/A NEW MONIER CONCRETE COLORTHRU ALL TILE SAME COLOR �R 6E?L TILE SYSTEM If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, serve or employees. Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (INSPECTOR) BY: (Contractor or Builder) BY: PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET 11-1. 305- 754 -0191 MIAMI SHORES, FL 33138 -2566 order of e! 1 a V+ 1 r Sji V r C S V)ke is U V,2 4r`t h+ - --nthdre I Sj�-' v - Ba ofA1n � Peri* /� AC 0 3100277 For=i\ r 1 ( J `H 1:0631,002??I: 003660603r9Lto' 2682 Date &I25 2682 03- 271031 11 810 ab. 4 igitAlCa Date / Job Address / /Z /v Tc Legal Description &F - 0 � 331. 1 v Owner/ Lessee / Tenant � /1////� 1,4i&,6'' Owner's Address l/ LL �/� j� ✓r Phone 2,3. 7 6I' Ek `e gr. ,/2e# , i2 i` 41,4 -- Address 2 "2--/ /!/& /9V,C ,I77J Qualifier . ./t5 0 / 1 /E Phone 2 12 /2 'V7 Contracting Co. State # I 0 / Municipal # /0 Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PL ING MECHANICAL ROOFI PAVING PENCE SIGN WORK DESCRIPTION It id:a-a A-ty-(/ (J XeGt.��� tf 7.1 3 04ildpaa l' aeLZ,n-C.,),t,f:,- Estimated Cost(value) /a.3r Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an¢ zoning. Furthermore, I authorize the above -named contractor to do the work stated. L1.��.c 1A, / ,dad 4: - i Signature of owner and /or Con President. Signpi r /of'Contractor Owner- Builder Date: , /o? 9 F l q 9 O ° Dat Notary'as to er and /or Condo President My Commission Expif1WY PUBLIC STATE OF FLORIDA MY COMMISSION EXP. MAY 5,1995 BONDED THRU GENERAL INS. UND. ** * Notary as o Contractor or Owner- Builder My Commission EXM iThs PURL IC STATE Of FLORIDA MY COMMISSION EXP. MAY 50995 BONDED THRU GENERAL INS, UNO. * * * * * * * * ** C.C.F. Fire Zoning Buildin Mechanical Plumbing Engineering FEES: PERMIT " RADON APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 1 Tax Polio 11 3 . ' $ 0 .37 0 / NOTARY Master Permit #.3570 TOTAL DUE ;4 Other Electrical Jan 25, 1994 05! 59PM FROM MVThO•DADE gral ACCEPTANCE No ' 93- 1130.05 EXpHu S: ;DEC l 3 1995 APPROVJ±D: DEC 1 3 1993 TO .1305891 PRODUCT CONTROL NOTICE OF ACCEPTANCE M ETFIOP'OLITAN DADS COUNTY, FLORIDA tAL 11141 -UAUE FLAcLER [3UIL.OIIVr3 UUIL0INa CODE COMPLIANCE [APARTMENT t' T METRO-DADE VLAGLER BUILDING 140 VIE.ST FLAGLER STREET MIAMI, FLORIDAp533330.156 FAX (305) 375.2909 GAF Building Products Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Built-Up Roofing Systems under Chapter 8'of Metropolitan D County Coda governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building Materials Corporation, Factory Mutual 1leasearch Corporation. and Underwriters 1,aboratorleS, Inc., has been recommended for acceptance by the Code Compliance Office to bo used in Dade County, Florida under the Specifc Conditions set forth in pages 2 et se.. and in the Standard Conditions detailed an page 3. / Gil Diamond, P.E. Product Control Division Supc rvisor "PLEASE NOTE " TIM IS VIE COVERSTlEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENV. - -AL CoNn1'rIONS. (., a • This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be Used in Dada County, Florida under the contlitipns set forth abrive. Charles Wager Building Cole Conlptiance Department Metropolitan Dade County P . t3 1 i ' 1'l, v� 4 U tA )tE r /. - i f 1,1 t • 3- or 4 -ply BUR roof Covers are coot:fleeted with Approved glans -based ply sheets over an Approved substrate•• adhered with a lull mop of hot asphalt Or with 12 tn. (305 min) dia. spots 24 In. (610 mm) u . The use of an FMRC Approved vapor retarder Is optional (see separate listings), Meat i 14,2) Or 1 -90 windstorm ratings as noted below. ASTM E 100 noncombustible deck ratings ate Approved as follows: Class C - Min 3 -ply win covered with a full mop of hot esphatl at a etas slope of 1 In- in 1? In. (25 mm in 305 nun). ASTM E 108 combustible deck ratings are Approved as follows: Class A - 1) Min 3 -ply BUn Covered with 44 In. (9.6 rnm) gravel applied at a rate of 400 iblsq (101 kg/9.3 m or slag applied at rate of 300 lb/sq (130 kg/9,3 m') adhered with hot asphalt applied at a rate of 60 tb /sq (12.2 k9/9.3 m adhered with hot asphalt applied al a rate of 60 Ib /sq (72.2 kg/9.3 m Max slope 3 In. in 12 In. (76 mrn in 305 elm). ••A(pfoved Substrates: For details, see the Steel 0eck/0Iass Felt BUR tabes, p. 18 -144; Structural Concrete Ucck/G(ass Fell 8011 table . p. 1415?; and Treated Wood 0ock/Glasa Felt OUn tables. p. 10.170. GAF Building Materials Corp 1351 Alps fad Wayne NJ 07470 GAFGLAS Ply 4 Is a porous roofing fell constructed will a lightweight, asphalt coated. glass fiber real 11 is for use as a base or ply sheet. GAFGLAS Ply 6 Is a premium grads, porous roofing fell constructed with a lighhvelghl, asphalt coated, glass fiber mat. It Is for use as a base or ply sheet. GAFGLAS 1175 tease Sheet Is constructed with a heavyweight, asphalt Coated. glass fiber 111.21. GAFGLAS Sbatavent (Vent Ply) Pcrforaled Is a base sheet constructed with a heavyweight, asphalt coated glass fiber mat. It has 3 in. (16 rnm) 013. holes spaced al 3 In. (76 film) o.c, 11 has a granule surfacing on the bottom side. 11 IS lald dry and then mopped from above. GAFGLAS Mineral Surfaced Cep Sher,-.t is an asphalt coaled glass fiber neat with a granule unreel?. A 3- or 4.ply BUR assembly Is adhered to an Approved substrata' with hot asphalt applied al a tate of 25 lb /sq (11 kg /rn 5 -ply BUR assemblies must have a rain 3/4 In. (19 rnm) thick sheel 0f Approved penile as an Overlay, This overlay may be mechanically attached through or fully adhered with hot asphalt to the insulation substrate. The overlay Is optional in 3- and 4.ply constructions. Wind uplift ralinOS depend upon the insulation layer directly below lire Iasterring plane„ Alternate Application Over COnCrele: lnsulation may be adhered to the deck using a full mop of hot asphalt applied to a primed deck. Manufacturers' Approved Specification Nos- include 183G, 1846, 11350. 1030, 1040. 1050,Iii3C, 1040, IB5C, 103C ,104C.1050,113341.104M,185M,103M, 1Q4M,105M. Where: N — Namable Deck: 1 — Insulated Deck; S = Base Sheet; 0 = No 88Se Sheet; 3, 4 , 5 - Total number of plies (including base sheet if used); G - Gravel al 400 lb/sq (20 kg /m or slag at 300 lb /sq (15 kg /m"), each set in asphalt; C - Coating, GAF Fibcred Aluminum Coaling al 1' gal/sq (0.61 Um Or GAF Weather Coat Emulsion 813 gat /sq (1.22 Ur,1 M = GAFGLAS Mineral Surfaced Cap Sheet. ASTM E 100 noncombustible deck ratings ore Approved as follows: Class A at a slope 01 3 in. In 12 in. (76 min In 305 (nm) - i,lanufacturer. -,' Speciic.ation Nos, Include 1033, 1840, 1856, 103G,1040, 1050. Class A al a slope 01 2 in- in 12 in. (51 rnrn in 305 rnm) • Manufacturers' $po-sificsolon Nos. Include 103M, I04M, 1B5M. 103M, 104M. 105M. Claus A at n slope of 1 in in 12 in.. (25 mm in 305 rnm) - Manufacturers' $peciticalirn No-, Include 1(130, 11340. 1050, 103C, 1040.105C. Class 0 at a slope 01 Vs in. in 12 In. (13 arm in 305 mrn) whim surfaced with 8 flxOd coal of asphalt. "ssoroveiSvtluares: For ectshs, 1 Ina Steel Oect4Glall cot eon tat?Ies, o, le 144 Slruclu'al Cenr,.•are 09G•4131ass Folt erg{ (able?, p. (0.157; And Treated Woc'd Deck /Glass 7 e 6uA IaGa :, F. 19.170: Application over W. 0. Grace,, 2or,0tite, insulcr' or Insutc(la'0 lightweight insulating cen(:rete: Class 1 -60 or 1 -e0 Wirid UPlih 0alinrae. An Approved Base Sheet" is merh,lai(:,:Ily ett3chr•d to the lightweight concrete deck using GAFTITE or Olympic Lease Sheet Fasteners and /0r prates and is Then Covered with a CAFGUly 2-. 3- or 4 -Fry 13011 Building Materials 1993 F MRC APPROVAL GUIDE- 13:105 Class 1-60. Art Appr_'.ed (mac Sheet* is aOaxed with the (3AFTITE Olympic Base Sheet Fasteners located at 4 in. (t02 o.c. within 2 L (51 mm) wale Zaps. Class 1.90. Arl Approved Base Sheet' is secured with the GAF11rE Olympic Base Sheet Fasteners and plates located at 7.5 In. (191 troll) o. within the 2 in. (51 mm) wide laps and et 7.5 In. (191 mrn) 0.0. along 11 centerline of the sheet. *Approved Base Sheets: (1) GAFGLAS Ply 4, (2) GAFGLAS Pty 0, GAFGUIS #75 Dose Sheet, (4) GAFGLAS Strstovent for Nailsble Decks. ( GAFGLAS Mineral Surfaced Cap Sheet (granules down). ASTM E 1013 Ratings: The above assemblies have the folkwlrlg noncornbu tible deck ratings and are Approved for use at the slopes designated below Class A at a slope of 3 h 12 - Manufacturers' Spocff))catun Nos. kxlu. NB3G, NB40, N85G. Class A at a slope of 2 In 12 - Manufacturers' Specification Nos. 6tclth hI33M. NUM, t4B5M. Class A at a slope of 1 In 12 • Manufacturers' SpecifiCalkkn 1(05. bola N830, N840,141350. Class B at a slope of 1 In 12 • when surfaced With 8 flood Coat of I; asphalt, 20 Ib/sq (I kg / Manville Rooting S)ietama Div Schuller International Inc Oox 5108 Dens CO 80217 Glass Based Felts; Gras Ply IV. Lightweight Fiberglass ply mat. asphalt coaled and eurtaced w( parting agent, Gras Ply Premier, Fiberglass ply neat asphalt coaled and surfaced Mat part'. agent. Gras Uase.1Ieavil' asphalt coated fiberglass mat base sheet with fine mint surfacing. VCntsulali0n Fell. Ileavywelghl venling base sheet consisting Of a glass n wtlh coding aspire!' and a coarse mineral surface. Mineral surface 51 embossed with 1 In. (25 rnm) grid waffle pattern. Dynabese. A fiberglaSs base sheet composed of a modified asphalt Coat fiberglass rnat with a fine mineral surfacing. Glas Kap, Fiberglass mat, asphalt coaled and surfaced with lnen granule . BUR Poo( Assemblies: 1) 3610, 401C, Either 2 or 3 plies of Glass Ply IV or Glass PIy Prem aspllall at 23 Ib (10 kg) per ply per sq (9,3 n1 and Glass Kap surface Sher 2) 3610. 4610, Either 3 or 4 plies of Glass PIy IV or Glass Ply Pren Asphalt at 23 10 (10 kg) per ply per sq (9.3 m Asphalt (1001) coat top surf: at 60 Ib (27 kg) per sq (9.3 m ) and either 400 Ib (182 kg) gravel of 300 (136 kg) of slag. 3) 3GIS, 4618. Either 3 or 4 plies of Glass Ply IV or Glass Ply Prem Asphan at 23 10 (10 kg) per ply per sq (9.3 m'). Topgard B (Emulsion Coati' at 3 gal /sq (11 (Int /9.3 ni top surface. 4) 3G 1 G -CT, 4G 1 G -CT. Either 3 or 4 plies of Glass PIy iV or Glass Pty Pren coal tar bitumen at 30 Ib (14 kg) per ply per square (9.3 rn Goat tar blh rt flood coal top surface at 701b (32 kg) per sq (9.3 m') and either 400 Ib (182' gravel Or 300 Ib (136 kg) oI slag. 5) 301C, 401C, 3310, 4G1G, 3GLG, 4GLG. Following the base sheel following bisulatlon, if used, 2 or 3 layers of Glass PIy iV, or Glass Ply Pren ASpr'alt el 23 Ib (10,4 kg) per ply per sq (9.3 rn Asphalt floodcoat top surf. at 60 I0 (27 kg) per sq (9.3 m') and either 400 lb (102 kg) gravel or 30< (136 kg) of slag. t.t,;ets Class IA at 11/2 In. (38 elm) slope. 3016-CT, 4616 - Meels Class 1A at V. in. (7 1111) slope. 3010, 401C: Meets Class 113 213 (76 elm) slope. 31319, 4G13: Meets Class 18 at 1 In. (25 ntnr) slope. Alternate Concrete Deck Application: Fescoboard, Fes -Co:e, Fescol :•an UllraGard Gold are adhered 10 concrete deck•wIlh either asphalt at 23 It, (10 hg /:1.3 m or coal tat bitumen at 30 Ib /sq (14 kg/9.3 m and may be I')F9 with any roof cover listed. MEETS 1.90, Alternate Constructions: 361C, 4G10, 3610, 4010. 301S (hot asphalt surfacing only),•40t; (hot asr $Urlaein,) only). 3- or 4 -ply BUR roof covers ere Constructed ac noted above Approved glass-based ply, base or cap sheers over an Approved sutt.tra adhered with a Jult mop cif hot asphalt or will 12 in. (305 nlrr) dial. spot; 2 (610 mm) o.c. The use of a base and /or rap shell IS npGoilat (see class ;rl below). The use of an FMRC Approved vapor retarder is optional (see 5Cpw Iislu gs). GAFOUWOMG RI ALS CORPORATION ORA710N 3 GAFGLAS Base Sheet (see below) Bailable Deck Sheathing Paper (0 required) 2' Side Lap GAFGLAS Ply GAF Rooting Asphalt Surface Coating North, South, and West Zones Nailable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable precast nailable decks. For lightweight insulating concrete, see page 8. Materials Approximate Weight Per Square Sheathing paper (1 ply, if required) GAFGLAS Base Sheet 11 -69 lbs. GAFGLAS Ply (3 plies) 33 lbs. GAF Roofing Asphalt Interplies 75 lbs. Surface Coating GAF special Roofing Bitumen Grundy Fibered Aluminum Coating GAF WEATHER COAT Emulsion 20 lbs. 12 lbs. 21 lbs. Total 172 -231 lbs. Guarantees Available Specification Liberty Guarantees 40 N- B- 4-C /P6 N -B -4 -C 15, 2 +10, 10, 5 +5, 5 yr. Lightweight Insulating Concrete. (See page 8.) 2 +10,10, 5 +5, 5 yr. GAFGLAS® Specifications N- B- 4 -C /P6 and N -B -4 -C Specifications General Application recommendations detailed on pages 17 -20 shall apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, nail one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail doom center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF or the deck manufacturer. (See 'Special Instruction #2" below.) 3. Starting at the low point of the roof, mop Three plies of GAFGLAS Ply shingle fashion; lapping each sheet 24 3/4 inches over the preceding sheet; solidly mopped to the underlying base sheet to provide four pies over the entire roof area. Asphalt Requirements Interply rnoppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Up to 3' 3'- 6' Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV On slopes up to 1 /2 inch per fool, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. • Surfacing Over the entire surface, apply a uniform coating. Grundy Fibered Aluminum Coating, GAF WEATHER COAT° Emulsion or GAF Special Roofing Bitumen may be used for surfacing. (See 'Coatings for Smooth Surfaced Roof Systems,' page 20.) Special Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRArAVENT• (Vent Ply) for Nailable decks (required for freshly poured gypsum decks), GAFGLAS #75 Base Sheet, GAFGLAS" PLY 6A, and GAFGLAS Ply 4. For wood decks, and structural wood fiber decks if GAFGLAS Ply 4 or PLY 6 is used as a base sheet, sheathing paper is required. 3. See "Nailing of Base Sheet; page 24. 4. For roof slopes of 1 inch per foot or more, all plies must be back - nailed 4 inches in from the felt edge. see 'Installation on Steep Roofs; page 9. UL Classification UL Class A A B C Surfacing GFAC GWCE GWCE GSRB Substrate NC NC C C UL Chart Key 1. Surfacing GFAC = Grundy Fibered Aluminum Coating GWCE = GAF Weather Coat Emulsion GSRB = GAF Special Roofing Bitumen 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15/32 inch thick- ness), oriented strand board (min. 1/2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 3. Slope Maximum slope allowed, in inches per foot. Slope 3' 1' '/2 • '/z Owner's Name and Address Disapproved (Signed ) LLl•G Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. e oer2r Mv1L Registered Architect and /or Engineer Name and address of licensed contractor AK'tfJ11. CO JKe. — 3 NW 7( 5T , /Y(Ar1J Location and legal description of lot to be built on: Lot Block ubdivision pp, Street and Number where work is to be done 1 a AE ! Q._. S S T%_ State work to be done and purpose of building (by floors) XE ` 6oF 3 ►-/ 1 1'J L a "I.. afrA! L,_ J? la'r j J - 3.,. 1 -15 1 -2a wrnrE SHnrcca pc -- and for no other purpose. New Bui!ding Remodeling Addition Repairs V No. of Stories / 4 . _ To be constructed of Kind of foundation Roof Gov ring fLe d< Wifla Estimated Total cost of improvements $ 3 .5 . S 0 ' CV Amount of Permit $. 11 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed).. 4� STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. (� ue. Permit No.._ 9 7 ` Date // / / 7 Read, Sworn to and Subscribed before me. te.. .1 ....... L.._.._. ._r_.._. .. — ... Street_. 9 _ ._ -ST C,.... ,,, It Notary Public, State of Florida My Commission Expires „wf" _ to me well known, PLANNING BOARD DATE Chairman Member Mfcrnbcr Member Member ...... Member -- ._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Legal IQ 1 c keys of II Bt. 4 lot r a. l XI $1 BY 6868 Y 6 868 A be Peitonned uucter 5r1 Stems viskkn Value Pry This permit is ranted to the contractor or builder named above to construct the building or to insta herder in strict compliance with all erdioanoea pertaining thereto awl with the understanding that the work Wires, dswwiegs, statements or specifications that may have been aabmitted to and approved by the proper at any aTtiime if the work is not done in compliance with such ordinance or if the plans are changed without a tit si g aQate is the understanding that the central:acres or builder named above assumes the responsibility to the work coveted herelw whether shown on *he or _ : wings or in the statements or sp ley his ageeti, servants or employees. �oA te nse to perform +reek oavored !aerometer in corm bonce i ge. statements or a raciftrattens submitted to the proper multerides o by either, myself, my agent, servant or ea you. .. Tynan ITV vice described in the applica- ed in compliance with any This Permit may be revoked condition :upon vrhich this of the ordinances and ens and tat he assumes respen- fattens o a V)age. In ao Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Law of the State of Florida, all ordinances of Miami Shores Village 9nd all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building dunng progress of the work. Owner's Name and Addresst Millar MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date. ___ PCA.. 6th, 1965 _ _ , 19 No. 1122 ___ _ StreetJLE. 98th , Registered Architect and/or Engineer Roofing & Tile _ Inc, 573 N. W. 71st St., Miami Fla. Name and address of licensed contractor Lang Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1122 N, E. 98th St, ,.__Miami Shore_a_,_ Fla.. State work to be done and purpose of building (by floors )Re,r_aof_gra_val _one __story_ section_ _on_ rear .of house.. Approlc_. 4 age. replace 4—ply _gravel roof, and for no other purpose. New Building Remodeling Addition Repairs _RrOaf__ No. of Stories To be constructed of Kind of foundation Roof Covering g ravel Estimated Total cost of improvements $ 2_50.00 Amount of Permit $ 5.4.0 Zone cubage required_ _Plan Cubage Distance to next nearest building _Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on e site of the work such s ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc subcontractors, work to be perform under this permit, as are licensed by Miami Shores Village. Remarks (Signed) I 4 PLANNING BOARD Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made the Planning Board. A re-inspection fee of $1.00 will materials and/or workmanship. seph A. Martin, Vice President. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. ko Date Ct — C= — ( 0 S Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector Notary Public, State of Florida My Commission Expires DATE Member Member Member Disapproved Date for making corrections or changes to this application after approval has been obtained from be charged when such re-inspection is made necessary by improper notice for inspection or faulty