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ROOFINGMIAMI SI-MRES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu'lding Inspection Request Date I � Type Insp'n Permit No. Name Pv `�1 t 1 s . �CC� Address t U q q Company t)_- co c Phone # Y nn cC Inspection Date r Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n ro' RO Permit No. t Pc CI _7q Name Address 12 NE - l Q q J c 4- Company 1cc l "`i t Phone # Inspection Date ` ) .t, Approved Correction Re- Insp'n Fee Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 128 Northeast 99 Street Miami Shores Village , Florida Project Number: LG05 -0042 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG05 -0042, Page 1 Test Number Test Load (lbf) Test Status 25 35 Pass . 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG05 -0042, Page 2 Test Number Test Load (lbi) Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Repair all loose tiles prior to final inspection. LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG05 -0042, Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOr- ++ L L L + + L L L L L + L + 60' + + + + + + + + + + 1 I I + + + I + + + + + + + ± + + + + + + + + + + + + + + + + + + + + _ + L L L + + + + + + + + + + + + + + + + + + + + + + + L DENOTES I- 005E TU 10' APPROX. IW OF fE5f LOCATIONS ANt2 PIMEN5ION5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. amad Sonny Salleh, Project Manager . TILE UPLIFT TEST Residential Home 128 Northeast 99 Street Miami Shores Village, Florida MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B • Iding Inspection Request Date/ I Type Insp' n T(-IQ < e \O(O Permit No. 61 Name �` n ( �j('� Address I a v o" I -1 3 4 Company Rc IJ�{ C V`Q �r I Phone # Inspection Date t I Approved Correction Re- Insp'n Fee Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildjng Inspection Request Date_ Type Insp'n Tin CG I 0 -1 P ce Permit No 6P ny - 7qa Name iCG Address i225 NE c 9 51 -- Company g001 1 09 l :I ` t Phone # Inspection Date 1 /C) BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) /,2t AJ E /?? $ L Permit No. b( Z- Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) C'H ,f /,57 /i4 /?. C C / Phone # Owner's Address A2 S City/I/a /It i 5/1oRYS State // Zip 33 / Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip 13 / 3 C Is Building Historically Designated YES NO Contractor's Company Name Roo f5 ,thy l8 /G Vey Contractor's Address 35'0/ 9'o v // City Ho /` /4JOt 3 State Tl Qualifier ,T/Z/ ,5 S C ILM a 1Z j/ Phone # Zip 330 Z3 r [P-7V - 5 - Nri Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit/6 f 3 O 0 Type of Work: ['Addition Describe Work: Total Fee Now Due $ O 510 / (Continued on opposite side) EAlteration ❑New Square Footage Of Work: 2; S Rz /goo, 0262 541 IiG £ woo piccfL Repair/Replace ❑ Demolition !�'lo n� /•4iL 2 L /74t 7 L # f ' /55io k1 A4 J ?/" it/e/e.e7E i2 Ti ( 4- 46 �\ Submittal Fee $ • rW Permit Fee $ 3 b ®, CCF $ 1 0. o � CO /CC Notary $ Training/Education Fee $ 3 . -I (7 Technology Fee $ - [ , _S Scanning I 4 O Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature or Agent The foregoing instrument was acknowledged before me this day of ,)£ , 20 , by eMiti / ACC/ who is personally known to me or who has produced As identification and who did take an oath NOT P Sign: Print: My Commission Expires: ******************** * * * * * * * * * * * * * *, * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 VU- aira-ELN jur Signature Contractor 1 The foregoing instrument was acknowledged before me this 7 day of V U i53 , 20 by ye T C /?/Z,/, who is onally known me or who has produced as identification and who did take an oath. NOTARY PUB Sign: Print: Cium, - ° .� ,Commission r` DD2277 X04: E pi 3 j�i..,O, 2037 My Commission Expires:`'; orr. ` 'ondeci 7 11v (Certificate of Competency Holder) State Certificate or Registration No. C C C /3 25 Certificate of Competency No. 2cf Lr5 ic,o P7 * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************** ‘.�� /Plans Examiner Engineer Zoning 3. Owner(s) name E Or FL rtioA, ,_ CERTIFY that odp e1 Plod is tI 0 ico NESS y f ion VEY RON Notary Public ' 4 Print Notary's Nam0 My commission ex ires: 123.M2 PAGE 4 6'02 • or DADE c opy of the ay of Own OTICE OF COMMENCEMENT A RECORDED COPY MUST, BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // ‘ 0 1 3 2 70 STATE OF FLORIDA: COUNTY OF MIAfv I -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. 1. Legal descript( n of property and streetiaddress: colF AM 99..0 / , .w j 6 lfcir-65 `( 33 f . / /3 /K / 7 n4 //ft o ( 51i eI? 3.tG / 2. Description of improvement: / E/7vo/ and address: ('/'//Z,$ hic. i4 �t CCl / g N/i 99.E m,'4fl i F/ 33 /3? Interest in property: We and address of fee simple titleholder: 4. Contractor's name and address:. ,t'oP 5 /3 y C'/'/ 1?Ry • 370 / sii yo •9 Hoff /t-J ao Q 3 3 0 23 .5. Surety: (1 ayme .t bond required by owner from contractor, if any) Name and addresp: Amount of bond $ . 6. Lender's name rind 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 addres8: 8. In addition to hi I mself, 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. Name and addrese:. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date i Signature of Print Owner's Name Sworn to and subsbribed before me this 7 day of ev`L ',r 330 3 4: ' '' Commission # DD2277=. = 'j ',Ii; f'a Tres ur ^.30, ,, � : � �'j'� J 2007 , ';: "o -�'?. Bonded Tarr '',!jail `� Atlantic 3Cnding C;,..' 1 111 1 1 11 1 1 1 1 111 11 1 11 11 CFN 2004F40457 OR Bk 22378 P9 3268; (1P9) RECORDED 06/08/2004 15:44:30 HARVEY RUVIHr CLERK OF COURT I'(IAMI -DADE COUNTY' FLORIDA LAST PAGE Ts• Prepared by g 20 R R006 (1), Cifd/Z!Z/ Address: 32 ~5L.0 Yo / i No 11)4304,4 l( Miami Shores Village 10050 NE 2nd Avenue Printed: 6/10/2004 Applicant: CHRISTINA RICCI Owner: RICCI CHRISTINA JOB ADDRESS: 128 NE 99 ST Contractor ROOFS BY CHERRY Local Phone: 305 - 653 -8542 Parcel # 1132060132270 Signed: Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -792 Contractor's Address: 3901 SW 40 AVE Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 11 & E1/2 OF LOT 12 & W25FT OF LOT Fees: Description Amount FEE2004 -5934 Building Fee $300.00 FEE2004 -5935 CCF $10.20 FEE2004 -5936 Training and Education Fee $3.40 FEE2004 -5937 Technology Fee $7.50 FEE2004 -5938 Scanning Fee $9.00 Total Fees: $330.10 Total Fees: Q $31 10 Total Receipts: , $0.00 . 1 0 4 45 lV X73' Permit Status: APPROVED Permit Expiration: 12/5/2004 Construction Value: $16,500.00 Work: RE -ROOF 22 SQ. TILE MONIER COLOR THRU TILE (INSPECTOR) 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: (Contractor or Builder) BY: 6l2( I0 123 5/03 PAGE 2 H h V Section A (General Information) Process No. Contractor's Name • /5 3 C g 128 Master Permit No. Job Address o 1w Slope o Asphaltic Shingles Florida Building Code Edition 2002 Hurricane Zone Uniform Permit • I. lloatIon Form. ROOF CATEGORY O Mechanically Fastened Tile KjaergierlAdttesive Set Til 0 Wood Shingles1Shakei[ Are there 0 Prescriptive BUR 150 Ga Vent Stacks Yes CJ No I Type: Natural Li LP X O Metal PaneUShingles ROOF TYPE O flew Roof Ar Re-Roofing _o Recovering 0 Repair 0 MaIntenan ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 22 Zo O 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overfljtv scuppers and overflow drains Include dimensions of sections and. levels clealy identify dimenalons of elevated pressure zones and location of parapets. • -• - ^_. -^ -• •- •_ • •• •- •_ _ • •• -• •- _•.• -• -• _•- •- •- _. -•- -• -■- -• - ■• ^ Roof System Manufacturer: Mo/)i -K /Zoo/ Tic( fir, s s.o•t / d reoef7<cc Notice of Acceptance Number: d 2' /2 //, o 7 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): { P1: o oo f 3 P2: , 2U1rQ?/ P3: 2 9'o?/ Migimum Design Pressure / 3 3 (FE'om the NOA Specific System): Method of tile attachment: A /% /" Rv /4K `/60 123_01-48 5/03 PAGE 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Appiicatlon Form. 1 Mean Roof Height: Roof Slope: : 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Ridge Ventilation? 1J l4 /X L 7ic1 Fire Barrier: 2 A srm n 2.36 . 1 1 1pc_LZ 43o N A N tR astener Type & Spa dhesive Type ype Cap Sheet. clng: 6 0 4f p / 9 p ijM (`o oof Covering: r,cc tiiiOtitcleyfrikve • Type & Size Drip dge: Also riot *gave 711.4 c 0 1 1 5S iaa) 4. 4, t (goderit•1 . 2xdo23)(3 a 6f1 Ogg, 06 A_ Where to Obtain Information Description Symbol Where to find Design Pressure Fl or F2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by FB based on ASCB 7 Mean Roof Height H Job Site Roof Slope 8 Job Site • Aerodynamic Multiplier 2, NOA Restoring Moment due to Gravity M NOA Attaching= Resistance Mt NOA Required Moment Resistance Mr Calculated Minimum Attachment l;es1stanoe F' NOA Required Uplift Resistance Fr Calculated Average Tile Wt W NOA Tile Dimensions 1= length NOA w-- width Al calculadons must be submitted tote Building Official at the time of permit application. M. Required Moment Resistance* Mean Roof Height 15 20 25 30 40 . — Roof Slope 2: 2 344 38.5 382 39.1 422 4 3:12 32.2 344 38.0 37.4 39.8 4:12 304 322 33.8 35.1 37.3 5:12 284 30.1 31.8 32.8 34.9 8:12 28.4 28.0 29.4 30.5 32.4 7:12 244 25.9 27.1 28.2 30.0 • r,• 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) • For Moment based file systems, choose either Method 1 or 2. Compared the values for M the values from M . If the M, valves are greater than or equal to the Mr valves, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Mo Based Tile Calculations Per RAS 127" (P 145 X 0, 3/ . /3,1s )- Mg:$S =N4, a. � � , NOA M /33 0, =i9. W/ ) - Mg:1..l 9 - 29 a f / NOA MI /5 3 (P ==x443/ gd /) — Mg: s ?m 141, R • .. NOAMi / 31 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA 11 if *Must be used in conjunction with a list of moment based tile systems endorsed by the Browsrd County Board of Rules and Appeals. , • For Uplift based tile systems use Method 3. Compared the values for F' with the valves for F If the F' valves are 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 Per RAS 127" (P,: zl: _ : w:= ) —W =cosh: = F NOA F (P2: x1: _ : w:= ) —W: x cos 0: , = F = : NOA F' (P3: sl: _ : w:= ) —W: cos 0: ' = F NOA F1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zoned are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed priorto 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. 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. 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 P g Y g overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. CA / 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. 11? WI17 gnature Cd000UMt- 1kmOLOCALS- IITtmpVECT10N Illl,dot / ?. / Date a� Win , Contractor , ignature MIAMIDADE 1AM1•I►AUF. COUN'T'Y. FLORID METRO -DAUF? FLA(;LER UIIILDIt:G 1 10 Nv'EST l l_AI ;I.E1 STHEET, SUITE: 160) MIAMI, FLOI(ID)A ))I)U -IU,) 1105) 1 iS•290I 1A\ 005)31S-2 BUILDING CODE. COMPLIANCE OFFICE (UCCO) PIIODUCT CONTIIOL DIVISION NOTICE OF ACCEPTANCE E 0_404 Monier I.ifctilc, 135 NW 2P Street Boca Raton, FL 33431 SCOPE? � the use. of construction materials livable rules and regulations governing This documentation being Is under the app thcr areas whets all ccep ed 'tied has been reviewed by Miami-Dade Miami-Dade County Pr dlaf� t°ntrnl Division and accepte Tye a Boa d of R submitted by the Board of Rules and Appalls (RORA) to be used in Miami Dade County by iho Authority Having Jurisdiction (Al 14 This NOA shall not be valid after the expiratiun stated below. The Mi ni Dade dCo unty ro r i ve the tight to Division (In Miami Dade County) and/or the All l (in areas other than Ik11,11 may .mrjje1liatel have eet material tested for quality assurance purposes. If this product the TAIterial1 faiIS to pctfayn ill the accepted d m mannee r, the manufacturer will incur the expense of such testing and that this product or or suspend the use of such product or material within their jurisdiction. B rcSCI yes p the right revoke, modify, p M' Product Control to revoke this occetltarlce, if it is determined by Miami County material fails to meet the requirements of the applicable building code. tiduct is a proved as described herein, and has been designed to comply with the High Velocity I IuniC.II This pr p 1 Unc.of the Florida Building Code.. N Darrel Concrete Itoo(Tile DESCRIPTION:: Mission 13 LAB Each unit shall heal a permanent label with the manulaclur' i` S. he.t or o herein rcitt following Statement "ytiarni -Uade County Product Control Apgrovt tl RENEWAL of this NOA shall be considered after .I renewal ap has of e his pre send them' has been no change in the applicable building code negatively affecting tht. TERI II NATIO`I of this NUA will occur after the expiration date or if there be a �� {ars ar t of nge in the materials, use, and/or manufacture of the product or process. Misuse of an product, for sales, advertising or any other purposes shall autumalicnlly terminate This NOA. Failure to comply • with any section of this NOA shall be cause for let initiation and removal of County. Florida, and followed by ADVERTISEMENT: The NOA number preceded tcruturc °f the NC) is displayed, then it shall the expiration date may be displa} displayed in advertising be done in its entirety. VSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors IN and shall be available for inspection at the job sift: at tilt: request ol' the Building Official. This NOA consists of pages 1 through 4. . The submitted documentation was reviewed by Frank Zuloaga, RRC NO. No.: 02- 1211.0 Expis Allan Dote: 12/16107 Approv21 1.121c; 011011/03 Page I of .l 1 :UG 06 2003 09:59 FR BRADCO TILE CI•ITR ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: I ligh I'rolilc Rooting Tiles Material: Conctete 1. SCOPE This renews a system using Monier Lifetdc Mission' Dthisel Concrete c Roof Tile, as P Moni Lifetilc LLC and described in Section 2 where the pressure requirements, as determined b y applicable Building Code does not exceed the design pressure values obtained by calculations in c sh llt be s n S 127 b ri n g system. lues listed in section 4 herein. The attachment calculations PRODUCT DESCRIPTION ;. �fanu turedJt Anpll&"t .. Monier Lifetilc Mission Barrel Tile Trim Pieces t A t tgSn c v The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Rcdland Technologies .2.1 .SUI3MtTTEii EVIfl1 NEE: Professional Service Industries, Inc: . Celotex Corporation Testing Services ..Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering. Inc. . Dljrrension§ 1= IS" ASTM C 1167 Iligh profile, two - piece, extruded concrete w = Varies roof file. For mortar Set or adltcsive set Varying applications. thickness I varies ASTM C 1167 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and %'alley terminations• varying thickness tvlanufacturcd rot each tilt profile. Test Identifier 94.031 94 -083 P0647.0I 22447099 520191.2 -1 • 520111 -3 Calculations Calculations Calculations Calculations Calculations d35 1 5 TO. 95 Test Product 5fleslliolions Description 10 Name /K(,9r( Static: Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind 1 mind 'testing • PA 108 (Mortar Set) Physical Properties PA 112 Static Uplift fisting PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 Aerodynamic Multiplier.; Two Patty Adhesive Set System Date May 1994, April 1994 Aug. l994 Sept, 1994 lurch 1999 Dec. 199S March 1999 March 1995 February 1996 April 1996 April 1999 . NOA No.1 02.1211.07 Ealrlralloo Date: 12/16/07 Approval Date: 01/08/03 Page 2 of 4 AUG. 06.2'003 09:59 FR BRADCO T I L E CIITR • Test Agency Walker Engineering, Inc. Test Iiicntitirr. Calculations 43515 Tile Profile 1 eiglstW (Ibf) Monicr Lifetlle Mission Barrel file 8 3 TO 9549631353. Test `ame /K0.y( Date 25. 7584 December 25.7804b•8. 1996 25- 7504.4 & 5 25- 784S -6 3. LI y11'rA"f IONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar nr adhesive sct tile applications, a static Geld uplill test shall be performed in accordance with ItAS 106, orm 3.3 Applicant shall retain the services of a Miami-Dade County u h lcsilitn6 La stall submi trd to quarterly test in accordance with TAS 112, app _ the Building Code Compliii :ee Office for review. lie ►ble Roofing Applications 3.4 Minimum undcrlaymcnt shall be in compliance with the app Standards listed section 4.1 herein. 3.5 .30/90 hot mopped undcrlaymcnt applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaymcnt material manufacturers published literature. 3.6 This acceptance is for woad deck applications. Minimum deck requitemcnls shall V in compliance with applicable building code. 4, INSTALLATION 4.1 Monier Lifctile' Nfissitln Barrel Concrete.ltuolTe and its I I oMpone is shn all d be inst 1 aI cd in strict compliance with Roofing Application Star il 4.2 Data For Attachment Calculations �- Table 1: Average Weight (W) and Diirrensions (I x w- — Length -I (f1) Width -w (ft) 0.0J _ •.__. - -- _0.708 _ • • � Table Z; Aerodynamic Mulli�liers - ,ils •• - -- -•- - -- .. —I • 'f ile a. (ft') Profile Direct Deck Application C a Monier LIfe _._._.._._._.. rl Mission Barrel - — -- _ — - — — — • Table 3: Restorin Moments due to Gravity - Mg (ft - Ihf) .! (I _._ 5 " 6 ":12 7 " :12" or Tile Profile 5 — - S, t•t 5.00 Monier Llfetile 5.47 5.39 — — J Mission Barrel Tile —. — _.— _.. - - ---- - — •UA No.: 014211.0 Expiration Date: 12116/07 Approval Dot.: 01/08/03 Page 0(4 P. 03 AUG, 06 -2003 10:00 FP BPADCO TILE CtITP 43515 • Table - —. Table 4: Attachment Resistance Expressed as Moment ` M, (ft-Ihf) for Sittgle Pa_ y Adhesive Sot Systems. Minimum Attachment Application • Resistance Tile — — Profile _ - -_.. _-- -�� Co nc�e le i ilt � Polyfown PolyPro . ---� — " -' DI (Concretfi life) Bar Lilelile Mission - -- ' F{e: <ihle TiI,Rond — —. — • Bar idle _ _ —. _ — .._. —. _. — .— — S lac ram ¢ r a anu 23 grants 1113 g ems per cap of TileUond. — _ 6 Place 19Urams. pe p_ Table 4A; Attachment Resistance Expressed as a Moment • M, (ft -Ibf) — for Mortar. Set Systems - - - --- - --... meal — --- Tile — - -- — — Tile ttach anr:e _ Profile - Application - - - -.. — 14.5 _`..—_ _ Monier litelile _ion Bat l T ile_ ^ _. -- Murlar Sel 5. LABELING All tiles shall hear the imprint or identifiable 'narking of the manufacturer's nurse or logo, or Mowing staletnent: "Miami•Dade County Product Control App 6. BUILDING PERMIT REQUIREMENTS . 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptonce• .. 6.1.2 r \ny othcr.ilncurnenis requited by the Building Official or applii :able building code: in order to properly evaluate the installation of thi: system. I'KOFI I.E olo\\'1NGS TO 9549634353 1IONIE;It 1,11'FTII.F. NlissioN BARREL CONCRETE ItOi)F TILE. END or TIIlS ACCEPTANCE P. 04 NOA No.: 02.1111. l: mira'ton Date: 12116101 Approval tale: 01 /011107 Page 4 or 4 Ilk 11 :1 el (1M (1110 S(1I'I'1.Yi.K • 07/ MON 13:08 FAX 05 1 3711 Inv POLYI OAM PRODUCTS, 1NC. MIAMI PRODUCT CON'rI21;L NO'i'It'G. QL ACCL;PTANC`I!, t'otyfu :►m Prntluck, Inc. TWO Spring- Stucbncr• Road Spring , fX 71383 - 1112 The expe,n,e ofsuelr lcslin,: will he incurred by the manufacturer. APPRO O FAX NO. (J611)11r,) h ( 1'. (11 /(111 • loot MIAMI -DADE COUNTY, FLORIDA MFTRO -DAUF I'I.AGI.F.R BUILDING uuu.DING CODE COMPLIANCE. OFFICE METRO-BADE FLAGLL'I( BUILDING 110 WI 1'•I•I,AGLCII. STREIT, nine 16n) MIAMI, I•IA)RII)A )) 110 -I36) (fns) )73 -290$ FAX (IDS) PS THIS COW' 1( 1(1'()11 I.ICI .VNNr: %1;CI'ION M5)311-2327 FAX (10) 175•7J5M l.lI■'I"ttAt - rote L•NI IIVlllt)N f)n5) )7S -2766 VAX 1)OJ) 37J -74or Ynur Application for Notice of Acceptance (NOA) nt`. Too Component t'olyur ethcnt roam Adhesive under Chapter 8 ratite ('ode of Miami -Dade ('aunty hovcrning the use of Alternate Materials and Types of (~t)nctwtinn, and contpletely described herein, has been recommended for acceptance by the Miami -Dade County (Wilding Code Compliance Office (BCC()) under the conditions specified herein. 1 his NOA '.hell not be valid After the expiration date stated below. BCC(.) reserves the right to secure this prn(Iuet or material n( any time front a jobsite rir manufacturer's plant for quality control testlne,,. 1f this prndltrt Of material tails to perform in the approved manner, HCCO may revoke., modify, or suspend the use. of such product or nlatrrial immediately. f CCO reserves the right In revoke this approval, if it is determined by BCC( that this product or material fails to rncct the requirements of the South Florida (Mifflin!! Code, rannur cotrrao1. PIVI ION (30))7!•2 FAN ()OS) )1' 6))'1 .1CCF:1'TAN('L: NO.: (.4:9. Lin FA NH a5/lnntinrr Chief Product Control Division Raul Rodri rinS:Iti Tll ClvVusl.I! :_t_"t, 1. ,E.APPJ I1Q1`)AI.LAS;Ls rolt.NPF:(,:IFI�Sk1I) 41:NrIlAL CON I IDQPi ttt)It,l)IN(: COREi °U R[' [ V COMMrrrEL This application for Product Approval has been reviewed by the IUCCO and approved by the Building Poc and Product Review Committee to he used in Miami County, Florida under the conditions set 11)Itl1 above. Francisco J. Quintana: R.A. Director Mr.ulli - Dad. County f Ili ;Itliot! Code Compliance Office ll434:C0011,11 tc<•yuni.o [,,.or pl( .'. ! ,b Inlcrmi i n nl ydii'ress: porhl) nsrer(a)hultdlnicudconlint.corn • Ilouiep:ist: Aftp .JMww.bulldinKeodeonlInc.corn MiIY / 03 IIJE 11:14 AN (IHC SlJ{'I'I.Y ".K WUII I II OF/23/01 MON 13:OA FAX 95.4 57A 10.12 1' nI Yf QDm .1' r2Sl ttctct In►'; ROOFING ASSI•:M111.Y APPROVAL 1 Rooting SO, Citl erlry; • Rnol" I lie Adlleilve ( • Polyurethane I. SCOPE This appcovcs 1'ulypruta AllI60 as n by Polyfunnt Producttt, lac. as descrihod in Section 2 of this Notice of Acceptance. I'or the locations where the design pressure requirements. as determined by :tppl; :able building code. does not exceed the design pressure valve, obtained by calettlatior.s in compliance with Roof Application Standard RAS 1 for use with approved flat. low. and high profile roof tiles system using I'alYproot All 160. Where the attachment calculations arc done as a moment based system I'nr single patty placement, and as an uplift based system tier double potty systems 2. • PRODUCT DESCRIPTION M:tnutncturcit by Applic PnlyproOD Alt 160 I'oantptnQ1 RT'h1000 I'roI'ackn0 30 S•. 100 Strent'th 'ft:nsilc Surngtlt Water Absorption Moisture Vapot rranstnissinn Dintcttsional St ;ability ' N/A N/A N/A 2.2 Typical Physical Properties: Property etti Density ASTM n 1622 Compressive AS EM 1) 1621 ASTM D 16') ASTM 1)2127 ASI M t: 96 AS rh1 1) 2126 • Pnl.V FOA1t PRODUCTS, INC. I AX NO. t,,(11 !)(la4(ia ( f'. 0 ? /011 ACCEPTANCE No.: 01 1,02 Test Specilleuttnntl PA 101 Appruval Oak!' s tunt l4 21101 tixpirulion bale: May luaus 2.1. Components or products manufactured by athrrs: Any Miami•f.):sdc County Prudu Control Accepted Roof Assembly hiving a current NOA which list uplift resistance values with the s' >c of Polypro AI11(0 roof tilt adhesive. Itesulti 1.6 Ibslft.' IN PSI f m:11141 to rise 12 PSI Perpendicular to (lac Ye psi Parallel to rise 0 08 I.bs. /I:1 1 I Terra / Inch I 0.07% Volume Ch. @, -4(W F., 2 weeks •16.11% Volume Clem n I lunti'lity, works Product PIi Iiteli�n Two component • polyurethane Dispensing lquipntent I)ispcnsing Equipment Fr. RUC Product Control Examiner Itbooa s „F�{�rs-.- :t�- :. «.�.r . wtWmsvwr ..,...+.+,v+«..•w+.:i7rw:..... :. .: .. w.. ._. • MAY .P I (13 Tlll•: 11 :1 bt AM AIIC S(II'I'I.Y LK WORTH FAX NO. bEil bfdb46b.l Y. 01/23/0] ON 13:09 IiA1 93 578 1042 POIYF'OAM I'AODUCTS, INC. Pnlvfo rnyjndttt;[ (uc, AC:CEP ANCE No.: 01- 0.52I.0Z Nc:tt' lit physical ptnpertics listed above are presented us typical avrrnce values as deteimined by accepted AS'T'1%1 tcst methods null tur subject to rtormnl ttutrturaclutine variation. 3. I.IMITA't'1ONS 3.1 Cite classification is not part nllhis acceptance. Refer to the I'reparcd Roof Tile Assembly for fire rating. I,1 Polypro® A1 shall solely be used with flat, low, & high tilts profiles. 3.3 Minimum undcrlayrncnts shall he in compliance with the Roofing Application Standard RAS I 10. 3.4 hoof Tile manufactures acquiring acceptance for the use of Polypro® A1 roof tile adhesive with their tilt assemblies shall test in accordance with PA 101. 3,5 Roof Tale manufactures acquiring acceptance for two paddy placcmcnt with the use of 1'olyprnab A11160 roof tilt adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 os modified herein. 'l W MS • INSTA •NATION 4.1 I'olypro00 AI1I60 pray he used with any roof tile. assembly having a current NOA that lists uplift resistance values with the use of PolyprnW Al 1160.. 4.2 Polypro® AE (160 shall bc in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tilt assembly's adhesive attachment with the use of Polypro4 AI1160 shall provide sufficient attachment resistance; a piesscd as an uptilt based system, to meet or exceed . the uplifl resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. 'I hc,adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A11160 roof tile adhesive and its components shall be installed in accutdanc:r. with Rooting, Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® Al-1160 Operating lnstntction and Maintenance Booklet. 4.4 installation must be by a factory Trained 'Qualified Applicator' approved and licensed by Polyfoant Products, Inc Palyloam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calihraiion of the Foampro4sl dispensing equipment is required before application of any atdht';ivt:. The mix ratio hr.twccn the. "A" component and the II" component shall be maintained between 1.0 1.15 (A) : I 0 (11). The daspensn timer shall be set to cdeliv:.t 0.0115 to 0. IS pounds per tilts as determined at calibration. No outer settings shall br. appruvcd. 4,6 PotyprohlO A11160 shall be applied with hoatnpro R'I•f 1000 ur PrnPack ®30 F. 100 dispensing equipment only. 4.1 Putypro4tt Al 1 160 shall nut he exposed pctm arienity 10 stint' _..� Frank Zulnaga, RRC I' rod luet C ontrol Fxamiracr MAY :'•I 03 TUI•: 11:15 AM ABC SUPPLY LK W011'UI 07(25/01 lluv 1):OD FA' 954 578 1012 I'U1.VIOAM Pltnnt;CTS,INC. ,I FAX NO. 58158540b ! P. 04 /08 l'nlyfpatn Prnriircts, inc. ACCEPTANCE No.. OI - OS2I.02 4.8 riles must be adheicd in freshly applied adhesive. Tile must he set within 2 to 3 n►inutet alter Polypro0 All 160 has been dispensed 4.9 Pnlypru® A11160 placement and minimum patty weight shall be in accordance with the 'Placement I)etait ;' herein Each t;enc.ric tilt profile requires the specific placement noted herein. 'TnI,Ie 1: Adhesive Placement for Each Ccncrit Tile 'rorlc . Tilct'rni e — Placement Single Paddy Weight Twn Paddy Weight Detail Min. (grain) per paddy Min. _ (Rr ono') Flat Lnw. High Profiles — U.1 — 15 � N/A I Cult Profile (2 Piere Barrel) I/1 17 /side on cep and - N/A 3410 -- — flat l ow, I filth Profiles _ uI 1.-1 NM _ Flal_I.ow. lliahh Profiles . II 3 ..__ ... _ — _ 8 S. LAUF:I.ING All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. 6. DUIl:U1NG rrnMrr REQUIREMENTS 6.1 As trguired by the Building UR'cial or applicable Building Code in order to properly cval►rate the installation oftl►is system. Crank Zuloaiii, RRC Product Control Examiner rib 005 MAY "('1 (1:3 'I UE 11:1 AM (1130 :3(JI LK W01 111 0T: 23/OI ZION 13;10 I'AX 951 578 1012 1'nlyfonnfrodiij , luc.. . . N o i rt plefdc ccmcn, P.dd ,aU nkl FAX NO. 6016864651 P. (16 /U(1 • POL1FOAY PMII)CTS, INC. ACCEPTANCE No.: 01- 0521,02 Ar)IIF:sIvE PLACEMENT DETAIL 2 SINGLE PA'I'L Y • rank zuloag.i, RILC Product Control Exyninef l‘11007 11 :i 1.11g NO. 'Ei 1.11i.l4(i.11 I. 01/01i • 01/23/01 M N 13:10 IAN 954 578 1012 POLY FOAM t'ROOIICTS, 1NC• I'(1l,rfyy lu ACCEPTANCE No.: 01- 0511,07. AUIIESIVE 1'LACENIENT DETAIL 3 N�7 lhwugh plaid armrnl \' : :/). S,nyt(P4 1A. undor I. a 1 In. 1 Sin�lt p11?dy on uni sr• I.ymrnl 1•114it paddy oA 11.11 t1lilc • 1)OUIlLE: PATTY In. �, Ins term '' • 1 •r. II 1 In mrdiiun slit paddy sirs foods ' goons only Mall Ihrouoh ploelle corneal Ilnpls ptid4y bttwean 111s / 31n.111n. In l n. %� \ (4 Single paddy on underl3 rntnl / Slade Paddy on lop of Ills kiddy (Wwesn 11101 PAM/ (undor 111.) five tarot Nail Ihrouoh omen! SInols paddy undor Ills 1 ndsAsyrnant Slagle ply belwlca Ills 1 114. t 7I' . medlars alto WWI uh town only } Y J In.' 31n. Single In. Wally on under Igymonl Slnpls ;art tilt Singh paddy on lop oI Illo p rfs Cant Eat tleun 1•sfIt.1rM&rm tin paddy ton tsuna.nly fascia Prank 7.ulohga. K1(C Protluci Control Examiner b008 halo WHOA In. clown Delp c1St MAY ; 03 'f (II': 11:16 AM AUC' S(lI'I'I.Y K v) I II FAX NO. b6 1 . P. 08 /0(3 (17,23/0t MUN 1:10 FAX 954 578 1042 POI.1'I'OAN PROhFt:l'S.INC. (di 002 I'olyfulm I'cos ,ls, r )• Renewal of this Acceptance (approval) shall be ronsiteied allcr a renewal application has been filed and the original submitted doeuntems, incletding test - supporting; data, engineering documents. arc no older than eight (ll) years. Any and all approved products shall be permanently labeled avuh the manufacturer's name, city, stag:, and the following statement: "Miami Dade County Product Control Approval ", ur a5 specifically slated in the specific conditions of this Acceptance. Renewals of Ar.replanec hill not he toast& red if: a. 1 here has been a titan*: in the South Florida Building (:ode affecting thu evaluation of this prnrluet and the product is nrit an compliance with tic coda changes. b. The product is no longer the sant: product (identical) as the one originally approved. c If the Acceptance holder lets not compltcd with all the requirements of this aceeptanec, inrluditaa the correct installation of the product. d. The engineer who oriltutally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, aniVor manufacture of the produet.or prnress shall automatically he cause for termination of this Acceptance, unless prior wridcn approval has been requested (through the filing of a revision application with appropriate fec) and granted by this of fice. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. • h Misuse of this Acceptance as an endorsement of any produr.t, for sales, advertising or any other purposes. (, The..Nntice of number preceded by the words Miami -Dade County. Florida, and followed by tltt: expitation date may be display'e'd in advertising literatutc 1I any purtion of the Notice of Acceptance k dhpfayctl, then it s he done in iis entirety .1. . A copy of this Acceptance as well as approved drawings and oilier documents, where it applies, shall Lc provided to the' u' a by the manufacturer or its distributors and shall be available; for inspection at the job site at all tune. The engine' need nut recce) the copies. K. Failure: to comply with any section of this Acceplatuc shall he cause for termination and removal of • Acceptance. 9. This Notice of Acceptance consists of pages 1 through END OE TIIIS ACCEPTANCE It ACCEPTANCE No. ! 01- 0521.01 I''tarak %uloaga; RRC Product Control (xanairae:r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address /Z8 ...V . 97 5-7- Tax Folio // OG - 2Z 7 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 5e/5 �•� /«GT '/6 9D Phone -7S/ 3Z3 Z Owner's Address /Zo Signatur/ of owner and /or Cn n President Tate OFF LNOTARYSEAL BIS LEMUS �BLI i;A , e NO. CC fig' Notary as to Own r 's • 'Ct iiffd�1 17,21911tG My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical RADON C.C.F. Building Plumbing Master Permit # Contracting Co. .,€ A Address s's �ifi✓� Qualifier /'Zp /J lJ. SS# phone Z22- 70Z G State # X70 3 3 Municipal # Competency # Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING ' AVING FENCE SIGN WORK DESCRIPTION /ZGj 1` s 0 sa,c Square Ft. 5 :f3' Estimated Cost (value) - V ' 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 co pli ='cre with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do e , •rk stat Signature of Contractor or Owner - Builder No ary as to Contra ARQU OF FLORIDA My Commission EPCpireSOMMISSION NO. CC586056 MY COMMISSION EXP. SEPT 17,2000 Electrical ;/2 NOTARY SEAL /7/2 � L US ate NOTARY BOND TOTAL DUE, Engineering Contractor's Name: r P+frQ Address: kf F 94 ROOF CATEGORY k (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 0-Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Z400 Sloped Roof Area (ft — Total (ft 400 Master Permit No. Exposure category (per ASCE 7- 88):C' Building Classification category (per ASCE 7 -88 table 1): % Ft. ROOF HEIGHT AND SYSTEM DETAILS qe (Draw details as needed) P1 /'� a- 114 an/ s fin: uFLbl Q14.. k�ct 40E4 Deck type: f1 ATTACHMENT II Fastener Type: L1 SPACING Field: Ia. Perimeter: CD Corner: CO DETAIL 1 & 2 5bv r ROOF PLAN 123.01.18 a/ss Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMTI' APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: z Underlayment: Insulation: 12" ROOF BLOPF D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: - Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: X X (Ae: odynami: Multiplier): ) - M = M PCA: (Pmax3: x X (Aerodynamic Multiplier): ) • M = M PCA: Page -2 �� METROPOLITAN DADE COUNTY, FLOF METRO -DADE FLAGLER BUILD METRO-OAOE • .. • Milt 0 _ TT D GAF Materials Corporation I36I Alps Road Wayne, NJ 07470 , Your application for Product Approval of: PRODUCT CONTROL SECS (305) 375 -2. GAF Conventional Built -Up Roof Systems FAX (305) 372 -6: under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -98 and the standard conditions on page 99. • This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 95- 1003.03 Revises No.: 94- 1014.01 EXPIRES: 11/10/97 APPROVED: 03/14/96 1 BUILDING CODE COMPLIANCE OFl SUITE METRO DADE FLAGLER BUILC 140 WEST FLAGS.JER STR MIAMI. FLORIDA 33130 -i (305) 375 -2 FAX (305) 375-2 INTERNET: mdccOl @shadow ul Rodriguez Product Control Division Supervisor 1. 1.1 . • 1111• : CONDITIONS BLTn.DiNG CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in County, Florida under the conditions set forth above. les Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Expiration Date: Nov. 10. 1997 Category; Membrane Roofing System Sub- Cateaoo': Built -Up Roofing Tyjg; Conventional Sub- Tvpe: Fiberglass PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Product Control No.: 95- 1003.03 MO Product Control No.: 95- 1003.03 Approval Date: March 14. 1996 System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS and APP modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. Contact: William J. Woodring Director of Technical Services (201) 628 -4134 Frank Zuloaga Plans Examiner, 2 ontrol Division Jnsulation T,es: Material Wood Steel Concrete Lighrweicht Concrete Cementitious Wood Fiber Poured Gypsum Concrete Material Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Wood Steel Concrete Lightweicht Concrete Cementitious Wood Fiber Poured Gypsum Concrete Note: Fire classifications and types. Review system Materials Directory for Maximum Design Pressure Maximum Fire Classification Design Pressure -60 psf -75 psf -192 psf -45 psf -45 psf -45 psf Ciascificatioq Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' Class 'A' maximum design pressures do not reference all assemblies over all deck listings for design pressures and the Underwriters Laboratories Roofing Fire Classifications. Frank Zuloaga Plans Examiner, 3 Product Control No.: 95- 1003.03 MD ontrol Division • Product Control No.: 95- 1003.03 Product Dimensions GAF Materials 5, 55 gallons Corporation Asphalt Concrete Primer GAF Mineral Shield® 60 lb. bags Granules GAF Materials Corporation Jetblak All Weather Plastic Cement GAF Materials Corporation Plastic Cement . GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Fibered Aluminum Coating GAF Materials Corporation Jetblak All Weather Plastic Cement GAFGLAS #75® Base Sheet 1, 5 gallons 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. 5 gallons 1, 5 gallons 1, 5 gallons 3' x 108' 75 lb. roll GAFGLAS Ply 6® 3' x 180' 451b. roll GAFGLAS Ply 4 3' x 180' 40 lb. roll TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Snecific3tion ASTM D 41 ASTM D 1863 ASTM D 3019 ASTM D 3409 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. • Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coatin Frank Zuloaga Plans Examine 4 ontro Test Product • Product Dimensions Specification Description GAFGLAS® 3' x 36' ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced 76 lb. roll surfaced with mineral granules. Cap Sheet GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE® Base Sheet . Fastener and Plate GAFGLAS® 3' x 36" ASTM D 4897 Fiber glass base sheet impregnated and Stratavent® (Vent 69 lb. roll D 3672 coated on both sides with asphalt. Ply) for nailable decks Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFGLAS® Flashing various Product Control No.: 95- 1003.03 Proprietary Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS® 3' x 36" ASTM D 4897 Fiber glass base sheet impregnated and Stratavent® (Vent 601b. roll D 3672 coated on both sides with asphalt. Ply) Perforated Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFTEMP® various PA 110 Polyisocyanurate foam insulation. Isotherm . R GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. PermaIite® GAFTEMP® various PA 1 10 High density wood fiberboard High Density insulation. Fiberboard GAFTITE® #12 PA 114 Insulation fastener for steel and Standard Roofing Fastener plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Base sheet fastening assembly. Frank Zuloaga Plans Examiner, ry 5 Product Dimensions Gaivalume Plates 3" and 3 V" NTB Fasteners Polypropylene Plates 3" and 3 Vi" Ruberoid® 20 1.5 sq. roll Ruberoid® Mop 1 sq. roll Granule 103 lbs. Vent Stacks (metal and plastic) Test Specification PA 114 PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 e Product Control No.: 95- 1003.03 Product Description Round galvalume stress plates. Round polypropylene stress plates. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Frank Zuloaga Plans Examiner, ontrol Division V Product Pyrox ACFoam ACFoam II Celcore T Hy -Therm Nail -line various us SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White various Line VaporBar GB Anchorbond Fastener Dekfast Fasteners #14 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Dimensions various various various 36" x 108' Test Specification PA 110 PA 110 PA 110 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Control No.: 95- 1003.03 Manu facturet Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) PA 1 10 Cellular insulating concrete Celcore, Inc. system (with current PCA) PA 110 Polyisodyanurate foam Celotex Corp. insulation (with current PCA) PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) PA 110 PA 114 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) PA 1 10 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) ASTM D 4601 G2 fiberglas base sheet Celotex Corp. (with current PCA) Insulation fastening Celotex Corp. assembly (with current PCA) PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Inc. Frank Zuloaga Plans Examine 7 • TPR Product Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 Elastizell FM -30, FM-45, FM -60, FM -90 Fasteners Nail -Tice Type 'A' Nail -Tice Type 'R' ISO 95+ Composite Test Product Dimensions Specifcatior2 Descrintinrt PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 114 PA 110 Cellular insulating concrete Elastizell Corp. system (with current PCA) PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete (with current PCA) decks PA 114 PA 114 PA 110 R Aluminum fastener for lightweight, gypsum and tectum decks Galvanized steel base ply fastener for lightweight concrete decks Polyisocyanurate / perlite ridged insulation uloa _ I � — Frank Zuloaga � Plans Examiner, nuol Divrsro Product Control No.: 95- 1003.03 MP Manufacturer PA 114 Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Creative Construction Components (with current PCA) Galvanized steel base ply ES Products, Inc. fastener for lightweight (with current PCA) concrete decks ES Products, Inc. (with current PCA) Firestone (with current PCA) Prod uct Asphalt Asphalt Primer EPS High Density Wood various Fiberboard Oriented Strand various Board Pelite/Urethane various Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps Type X Gypsum various Type X Gypsum various al MB aluminum roof coating Dens -Deck various Test Dimension Specification various Min. 32 ga. x 1'4" ASTM D312 ASTM D 41 PA 110 PA 110 PA 110 PA 110 Product Description Type III or IV Hot asphalt generic bitumen adhesive Asphalt Primer Extruded polystyrene insulation Wood fiber insulation board Oriented strand board Perlite / urethane composite generic board insulation various PA 110 Perlite insulation board generic 4 mil min. Vapor barrier / Air barrier generic various Rosin paper for barrier generic layer on wood decks Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Fire resistant rated gypsum generic Product Control No.: 95- 1003.03 Manufacturer generic generic generic generic PA 121 Aluminum roof coating Grundy Industries (with current PCA) PA 110 Gypsum insulation board. Frank Zuloaga Plans Examiner, Georgia Pacific ontrol Divis ' Product 12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 N.T.B. Magnum • Test Product Dimensions Specification D.scription Manufacturer 3" round PA 114 Product Control No.: 95- 1003.03 PA 114 Insulation fastener for steel ITW Buildex or wood decks (with current PCA) PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) PA 114 PA 114 PA 114 Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Frank Zuloaga Plans Examiner, /0 ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) various PA 110 Polyisocyanurate foam International insulation Pegmatite (with current PCA) various PA 1 10 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) ISORoc various PA 110 Polyisocyanurate foam / NRG Barriers, Inc. rockwool composite (with current PCA) insulation Con -Tite PA 114 Concrete deck insulation Olympic fastener Manufacturing Group, Inc. (with current PCA) PA 114 Glass reinforced nylon Olympic fastener for use in gypsum Manufacturing and cementitious wood Group, Inc. fiber decks. (with current PCA) ontrol Divisro • Product N.T.B. Spin Weld Plate N.T.B. Plastic Plate 3" round N.T.B. Plate Olympic Standard 3" round Olympic Fastener #I4 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener Dimensions 2" round PA 114 PA 114 PA 114 PA 114 3.25" round PA 114 PA 114 PA 114 • Test Specification PA 114 Product Description 2" round amorphorus nylon Olympic locking plate for use with Manufacturing N.T.B. fasteners with 1" Group, Inc. head (with current PCA) 3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZ55 plate for use with N.T.B. fasteners 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Insulation fastener Frank Zuloaga Plans Examiner, 11 Product Control No.: 95-1003.03 ontrol Division Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) . Product Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener GlasFast/Striker Paroc Base Board various Paroc Cap Board various . PA 110 Multi -Max Multi -Max FA U1traGard Insul -Fixx Fastener Insul-Fixx P Rawl Drive various various various 3" round Test Dimensions Specification PA 114 PA 110 PA 110 PA 110 PA 110 PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 PA 114 PA 114 12 Product Description Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Insulation fastener assembly and metal plate for use over concrete decks Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Control No.: 95- 1003.03 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Owens Corning Fiberglas Corp. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck (with current PCA) `/ Frank Zuloaga 411 ��` Plans Examiner, :'r ontrol Divtsi . Product Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawl Spike . Test Dimensions Specification PA 114 PA 114 2" round PA 114 3" round PA 114 Rawlite PA 114 Rawlite 3" Plate 3" round PA 114 Product Description 202 HS PA 121 Roof coating Super Prep II PA 121 Roof coating Insulation fastener for steel The Rawlplug and wood decks Company Inc. (with current PCA) Insulation fastener for use in steel, wood or concrete Insulation fastener for cementitious and gypsum decks Frank Zuloaga Plans Examiner, 13 Product Control No.: 95- 1003.03 ontrol Division Manufacturer The Rawlplug Company Inc. (with current PCA) 2" round galvalume AZSS The Rawlplug membrane plate Company Inc. (with current PCA) PA 114 • 3" round galvalume AZSS The Rawlplug steel plate Company Inc. (with current PCA) Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck (with current PCA) The Rawlplug Company Inc. (with current PCA) 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) Thermo- Materials, Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) Tru -Fast DL PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Insulcel .Pry . Test Dimes Specification Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Fast MP -3 3.23" round PA 114 Tru -Fast HD Tru -Fast Ultra Tru -Fast TL Tru -Fast DP Tru -Fast TP Tru -Fast CF Fasteners Structodeck various PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 Product Desc Frank Zuloaga Plans Examine 14 3.04" round polyethylene plastic plate 3.23" round galvalume AZSO steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for Tru -Fast use in steel, wood and (with current PCA) concrete decks Glass reinforced nylon Tru -Fast fastener for use in tectum or (with current PCA) gypsum decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks Insulation fastener for concrete decks PA 110 Cellular insulating concrete system PA 110 High density wood fiber Product Control No.: 95- 1003.03 Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) W.R. Grace (with current PCA) Wood Fiber Industries (with current PCA) ontrol Diviszon Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) • Product Control No.: 95- 1003.03 Test Agency/Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering, Inc. I.I. #0T4A 1.AM 1.I. # 1 V8A4.AM 31. #1R1A6.AM 1.I. #0T2Q4.AM I.I. #0Q6A6.AM J.I. #3X3A2.AM 1.I. #0Y9Q5.AM R1306, 87NK l 1819 3600.02.95 44 82.02.95 Name FMRC 1994 Test Reports Rem Current Insulation Fastening Requirements Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Class A Fire Classification Wind Uplift, Small Scale Wind Uplift Frank Zuloaga Plans Examiner 15 alb Data 01.01.94 08.26.92 06.28.93 l 1.15.91 10.17.91 07.16.91 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 '4 Deck Type 1: Wood, Non- insulated Deck Description: 19 / 72 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -55 psf. Product Control No.: 95- 1003.03 GAFGLAS® #75, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® for Nailable decks, or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I 'I tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. - (Required if no cap sheet is used) Install one of the following: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 Ibs./sq., respectively. 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. N- B -3 -C, N- B -3 -G, NFB -4 -M, N- B- 4M/P6, N- B-4-C, N- B- 4-C/P6, N- B-4 -G, N- B- 4 -G/PG, N- B -S -C, N- B- 5 -C/P6, N- B -5 -C, N- B- S -C/P6, N- B -S -G, N- B- S -G/P6, N- B -5 -M, N- B- S -M/P6 Frank Zuloaga Plans Examiner, 27 ontrol Division 'Wood Deck System Limitations: Product Control No.: 95- 1003.03 NO 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with GAFGLAS® PLY 4 and PLY 60 when used as a mechanically fastened base or anchor sheet. 3. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 4. The following assembly is approved to a maximum design pressure of -52 psi.* No substitutions shall be made: a. Deck Type: ' Plywood. b. Anchor Sheet: GAFGLAS® #75 fiberglass reinforced base sheet, GAFGLAS® Ply 6 ®, or STRATAVENT® (Vent Ply) for nailable decks, or RUBEROID® 20 base sheet. Fastening: Nailed 9" o.c. at the lap and in two rows staggered 18" in the field, nailed with 11 ga. annular ring shank nails and 1'/," tin caps. c. Insulation: Base Layer. (Optional) Min. 1.2" E'NRG'Y 2, 2 Plus, AC Foam 1, 11 or GAFTEMP Isotherm R adhered to the Anchor Sheet in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 ibs.sq.. Top Layer. Min. '4" approved wood fiberboard adhered to the base insulation layer in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs.sq.. d. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. e. Ply Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt applied within the EVT range an Frank Zuloaga �- Plans Examine oncro D a • 28 a. Deck Type: "4 Plywood. Frank Zuloaga Plans Examine 29 Product Control No.: 95- 1003.03 f. Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. Surfacing: (Optional) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or Grundy AL MB aluminum Roof Coating with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal./sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal./sq.. 2. Asphalt flood coat at an application rate of 60 IbsJsq. t 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 IbsJsq., respectively. 5. The following assembly is approved to a maximum design pressure of -52 psf.* No substitutions shall be made: b. Anchor Sheet: GAFGLAS® #75 fiberglass reinforced base sheet, GAFGLAS® PIy 60, or STRATAVENT® (Vent Ply) for Nailable decks, or RUBEROID® 20 base sheet. Fastening: 9" o.c. at the lap and in two rows staggered 18" in the field with GAFTITE® insulation screws and steel stress plates. c. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. d. Ply Sheet: (Optional) One, two, or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. e. Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. f. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb./sq.; or Grundy AL M : I •� ' • .. ; .. . • , .o with an application rate of 1.5 Product Control No.: 95- 1003.03 COAT® Emulsion with an application rate of 3 galJsq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gaUsq.. 2. Asphalt flood coat at an application rate of 60 IbsJsq. 20 %; plus grave! or slag with an application rate of 400 IbsJsq. & 300 IbsJsq., respectively. *Note: The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, . and corners). Frank Zuloaga Plans Examiner, 30 ontrol Div:sio 5‹l�. �`i �� ROOF COVERING MATERIALS (TEVT) 215 ROOFING SYSTEMS (TGFU)— Continued 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber, isocyanurate. ure- thane. perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurate composite. phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surface N d d e C p Sheet". 4, Deck: NC Insulation: One or two layers "Isotherm R. 4 in. max. hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt � glass s fiber mat system. 6 . Deck: C -15/32 Slip Sheet (Optional): Red rosin paper. nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type G1 " GAFGLAS Ph 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Sur ace 9 Cap Sheet ". 6. Deck: NC • Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 8 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -16/32 Incline: 2 Insulation: One or mare layers perlite. glass fiber, isocyanurate. urethane. perlite /isocyanurate composite. perlite /urethane composite. phenolic. 1.0 in. min (offset from plywood joints B in.). Ouse Sheet One or more layers of Type G1. 62 or G3. Membrane•. One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus' (granule). "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 6. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite. wood fiber. glass fiber, isocyanurate. ure- thane, perlite /isocyanurate composite. perlite /urethane composite. wood fiber/isocyanurate composite, phenolic. any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane. One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (granule) or "Ruberoid Mop Plus' (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C•15/32 Incline. 3.1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. isocyanurate. ure- thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ph Sheet Two or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8" • Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite. wood fiber, glass fiber. isocyanurate. ure- thane. perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule). "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ". hot mopped. Class C ' 1• Deck: 615/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. isocyanurate, ure- thane, perlite /isocyanurate composite. perlite /urethane composite. wood fiber /isocyanurate composite. phenolic. any thickness. Ph Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS PIy 8 ". Surfacing: "Special Roofing Bitumen" 20 Ibs/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Claw A 1. Deck: C-15/32 Incline: 1/2 Insulation (Optionelk One or more layers perlite. wood fiber, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite. perlite /urethane composite. wood fiber/isocyanurate eompostt,, phenolic, any thickness. FIT Sheet Three or more layers of Type G1 " GAFGLAS PIy 4" or " GAFGLAS Ply 8 ". hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS I. Claw A Reek: NC Incline 2 Inula stion (Options* Ono or more layers perlite, wood fiber or plass fiber. 2 In. max. ph Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or " GAFGLAS PIy 8 ". Surfacing: Grundy Industries "al MB Aluminum Roof Costing" at 1-1/2 gaVsq. 2. ask: NC Incline 1 InWiatIOn ane (Optional): One or more Ialayers perlite, wood fiber, glass fiber, isocyanurate, use th perlite /isocyanurate composite. perlite /urethane composite. wood fiber/isocyanurate composite, phenolic. any thickness. ph Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8 ". 2. Orrrfaeilig: "Weather Coat Emulsion" at 3 gal/sq. Deck NC Incline. 1/2 , 1nttlatbtr Onelor two layers "Isotherm R". 4 in hot moppe Ply s heet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 1. Claw B 2. a sk 615/32 Incline 2 = tlort ( One or more layers perlite, wood fiber. glass fiber, isocyanurate, ure• LOOK FOR MARK ON PRODUCT Late / Lessee / Tenant QualifierTHOMAS I. LOVERIN Square Ft. 500 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address Maude Murphy Tax Folio 1/ 3 0 4 0/3 49\2-763 63 Se e. l `0 i/� I2- r67-?2 �e 4 . rte - T aT/ - 7 3.5V/ Maste r Perini # / Phone 7 4' V4r' Jegal Description m// / )wner's Address 128 N. E. 99 St. ;,ontracting Co.C;. T.. Rnnf i ng rn _ - Address State # Municipal # 1338 Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANI ROOFING P:VING FENCE SIGN WORK DESCRIPTION Remove & replarP SP rtinn 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 jurisdi •�• I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that ail iI ii be done in cot=cpliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. tip ndje 'ry Signatur - of owner and /or Cando P e iden S ignature of Contractor or or Ot r- Builder 3 -I S -5 3 s . ec l vx n 4 enonallykno+v*i 'te [`( i roduced dend;ti t ary as to Owner and /or Condo Presiden My Commi Expi MARY It s.Amo, IDA MY COMMISSION p.DEC. I9,�99 BONDED THRU GENERAL DVS UNft ** * * * * * * * SS# Phone 757 - 1675 of rnnf 1 match existing ro ^f Estimated Cost(value) '0 4 rSVt,v(s T of ident;cata ID take an oath, o C , 1D NOT take an midi. t * 7814 N. E. 4th Ct. d MECHANICAL WORK. y as to Gout exner -bui. - ter• omission E xp ir N e CyUM' PUBLIC STATE OFFLORIDA lt^ CZ,I'.."."Ic<;IoN ✓•"p.DZC. FOND :0 111-11.I CTENEiFA1. NS. LTllT6Y. * * * * * ** FEES: PERMIT 30 RADON C.C.P. L +5o . NOTARY TOTAL DUE 1% APPROVED: Fire Zoning Buildin: ' % 7 � 1 Electrical Mechanical i iuiui,ing • Engineering Other = 3.3 v 9yd 0 t 49 - c36 G(;; v-40 -ikbk$‘ re, `0DE ded 'ire be ori- ige. lea - re's red °oof Jro- ere ph )(3). cks 403 ber )(1) !or- led set )of- -up r of of alf- as 609 ter X05 1988 SOUTH FLORIDA BUILDING CODE (d) ASBESTOS - CEMENT: Corrugated asbestos - cement sheets used for roof sheathing shall comply with Section 3506 of this Code. 3401.9 EXISTING ROOFS: (a) Not more than 25 percent of the roof covering of any existing build- ing or structure shall be replaced in any 12 month period unless the entire roof covering is made to conform to the requirements of this Code. (b) Roofing felts, granular surfaced roll roofing, slate shingles, com- position shingles or other types of roof coverings shall not be applied over existing roofs where the roof sheathing will not permit effective fastening, where old roofing is water - soaked or deteriorated so that effective bond for additional plies is not possible, or where such existing roof surface is of corru- gated or standing -seam metal. (c) One additional roof covering may be applied over the original roof providing the surface preparation and roofing application are performed in accordance with the following: (1) Moisture content is determined not to exceed 5% by weight as measured by a radioisotopic or infrared scan moisture meter. (2) Existing gravel shall be completely removed or the surface shall be swept clean of all loose gravel, dirt and silt. (3) All water and or air blisters as well as areas of delamination shall be removed or repaired. (4) The adherence of the existing roofing system to the deck shall be determined to assure compliance with the uplift requirements of Chapter 23. As a minimum, one 2' by 2' est cut shall be performed 3 performed for each 50 squares of roofing surface to be re- roofed. (5) The prepared surface shall then be primed and cured. (6) A flood coat of hot asphalt shall be applied to cover the primed surface. A minimum of V2 inch of roof one -ply insulation shall be embedded in such hot asphalt, and the new roof covering shall be applied as set forth in Section 3403 herein. Insulation may be mechanically fastened in lieu of attach- ment with hot asphalt when the insulation has a minimum thickness of 3/4" and all t p s shall be spaced inacc w paragraph accord with currentmanuat c manufacturer's specifications specati tener ons tenet and the provisions of this Code. (7) Where the existing roofing is over spaced sheathing, the shin- gles shall be removed and the roof shall be solid sheathed as set forth in Sub- section 2909.2 of this Code and filler strips between such spaced sheathing shall not be permitted. (8) No roofing felts, granular surfaced roll roofing, or wood shin- gles or shakes shall be applied over existing wood shingles or shakes or any other existing surface more uneven than solid wood sheathing. (9) Asphalt shingles or granular surfaced roll roofing may be ap- • plied over existing asphalt shingles having not more than '/8 inch difference in level. (d) Sprayed Polyurethane Foam (PUF) and Elastomeric Coating Sys- tems applied over built -up roofs (BUR) shall be installed in accordance with the product approval, the manufacturer's specifications and the following provisions: (1) No applications shall be made of PUF system on roofs exceed- ing a 5% moisture content by weight as determined by radioisotopic scan moisture meter. (2) Where elastomeric coatings of vinyl - acrylic or CSPE are used, roofs shall have a minimum pitch of 11:12 and must not contain any areas where ponding will occur. NOTICE OF COMMENCEMENT FOR INFORMATION CALL / 372 -7777 PERMIT NO. TAX FOLIO NO. 1/ 3 02 0 0/3 0:_3 STATE OF FLORIDA: COUNTY OF DADE: 93R 1 1993 MAR 17 10:34 THE UNDERSIGNED hereby gives notice that improvements 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. 1. Legal description of property and street address: 128 N. E . 9 St . i / 3 N E �=- / /411T / 0 .7b L o 7`/1 Y a Z6 7- 7 2/ V c.c-tJ t`7 e) 67` /9 ?? . / 7 2. Description of improvement: RemnvP . rPF1 acP a sect ion of roof to match existing roof 3. Owner(s) name and address: Maude Mu r`phy 1 2R N _ E - 99 St Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: G. & L. ROOFING Cn_ 7814 N E 4th Ct 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: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 4401/21E t Signature of Owner Print Owners Name / ' . £4J f'? 4 1 4 Sworn 15 M are. 1 . to and subscribed before me this da of 9 l ^ 1 rsor..a1y known to me, or : Address: /1" Notary PublicAadAtiLjA _! 406/Aikkoilis WProducai identification: fi 33/3 iJ.e.' LICQkSte_ y p e of fdcnl:ficnticn My Commission acsrATE FLORIDA 'Annn tnke. ar.cath or 0 DID NOT take an oath . MY C MCALSSION EXP.DEC. 79,1995 BONDED THRU GENERAL LNS. UND. • STATE OF FtOBtIDA ; : COUNTY OF DADE I How CG'RTIPY t4 . Phia +o a Prue of oho orlginat Mod A Ohio office on day e6 , A 0. 19 YJ liNESS i►•rad Off1 -Jal Sear. NA E1 RUVtN, +Lgii Jcirculo and County CoOda ®y f L Prepare MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal 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. Date June 25th ,19 68 Owngr's Name and Address._.___ . Jerome V. Murphy__ No 128 Street N. E. 99th Regitered Architect and /or Engineer Name and address of licensed contractor _ Roofing & Tile Co., Inc. 573 N. W. 71st St., Miami, Fla Location and legal description of lot to be built on: Lot. Block ___ . _ Subdivision Street and Number where work is to be done __ 12$ __ N. E. 99th Street State work to be done and purpose of building (by floors) F..Jrti. l__Y'e- rQgfx� �y .__ o2d ra�fi�g and replace with 1 -30# felt tin capped to sheathing mop 1 -90# slate with hot asphalt and cover with a layer of Gory K —Type red barrel tile and for no other u p rpose. New Building Remodeling Addition __ Repairs Rj° -I'QAL' No. of Stories 1 To be constructed of Kind of foundation Roof Covering_ tale Estimated Total cost of improvements $35 • 00 Amount of Permit $ 5.50 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 foi said building. All notices with reference to the building and its construction may be sent to_ __._ The undersigned applicant for this building permit dot hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Sec:ion 5966, Compiled General -Laws of Florida, Pennanent 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 .ite of the work such ubli • notice or notices as are required by the Act. The undersigned agrees to employ only such ...contractors, Jir' ork to be perform • •- _ , i permit, as are licensed by Miami Shores Village. Remarks_. 3 2 sqs ._ __ - . _ (Signed) /_ ! ! • STATE OF FLORIDA, COUNTY OF DADE. ss p'eared 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._ ...4 ( Date____.. ' Read, Sworn to and Subscribed before me. Disapproved ____ _ _ . D X)! Building Inspec My Commission Expires.. ( Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- Chatnnan _ .. Member Member Council Approved 1 • Member Member . _._.... Date Disapproved Notary Public, State of Florida PL NING BOARD__ __ . DATE Member to me well known, 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING MIAMI SHORES VILLAGE, FLORIDA 0 ELECTRICAL PLUMBING PERMIT N? 10175 Date ROOFING 0 Work to be performed under this Permit wT, r) 1.. A Building Owner of f Co Architect Contractor or Builder Legal Description Address of Building c a . Lot CONTRACTOR or BUILDER Bl. Contractor's Ole r' License No. eco 3 ,I 71 S Subdi- vision Sq Ft. Value of f2::' 11 Amount of Project $ 'tir 0 7"f II Permit $ 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 applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. . Signed . 41' k iNSPECTOR) BY In consideration of the issuance to me of this permit I agree tg rform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, ements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done either, myself, my agent, servant or employee. BY • AUTHORITY MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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 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. Date Owner's Name and Address._ J. V. Murphy No 128 Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Company, Inc., 430 NW 79th St., Location and legal description of lot to be built on: Lot Block i-_ Subdivision 128 N. E. 99th St., Miami Shores, Fla. Street and Number where work is to be done State work to be done and purpose of building (by floors) approx. 10 sq. tear- off and re -roof residence ate;3t__aect .on __Q _._xe$id e_ ce . and for no other purpose. New Building Remodeling. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 30# felt, 90# Slat Estimated Total cost of improvements $ 655..Q0 Amount of Permit $ 5 <.QQ red barrel tile 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc ubcontract s on work to_be Oor this permit, as are licensed by Miami Shores Village. LAP ROOF Ii & TI C 0MP t11\ , , ,,under Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No Disapproved (Signed) Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. PLANNING BOARD DATE Nov, 16th, 1960 Street N • E • 99th St., ,19 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 lie has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated �are true. a Date. 1' I"" C Ste. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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 Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address... Mr. J. V. Murphy No 128 Street NE 99 St. Registered Architect and /or Engineer Name and address of licensed contractor W..R.. _Robbins ... and .. Snn.. RQDfing 110.1...N. W. 20 St., Miami Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1Z13..11.__.E....94..Sixeet State work to be done and purpose of building (by floors) Remove _.old .__roof apply one layer 30# felt, two layers 15# felt, asphalt._an.d. -gXaiel and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering gravel Estimated Total cost of improvements $ 232_._.Q.Q Amount of Permit $ Zone cubage required plan Cubage Size of Building Lot Distance to next nearest building 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 W. R. Robbins and . 5.on..l afin-g--- Co...,_ - ._1. 40.1 .._N... W.--- 20__Stre 1VLiami 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 Su n)lenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors empl d 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 sucl r notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work t. +:' perforr: under this permit, as are licensed by Miami Shores Village. - G != - /l RR O B B I N S OFIN ed ) STATE OF FLORIDA, 1401 N. W. 20th STREET COUNTY OF DADE. to me well known, MIAMI, KO WA 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 of the above described construction, that he has carefully read the foregoing therein by him stated are true. /p� Q/ Permit No P Date 1J ° Disapproved Date 1 � 1 (Signed) l..... �`� Buil ing nspector MIAMI SHORES VILLAGE Date m November 4, 1960 , 19 r H. B. Heath, Mgr. is the application, and that he did sign the same, and that all facts Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANT ING BOARD DATE Chairman Member Member 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. New Building. Permit No Disapproved (Signed) MIAMI SHORES VILLAGE Date._ Date BUILDIN " INSPECTION DEPARTMEN' Date APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detiled statemen• of the plans and specifications herewith submitted for the build- ing or o •:Tucture her described. This rilicatic is made in compliance and con•o w.th the Building Ordinance of Mia ii Shores Villae I .or da, and all pro. isions of the Law, cf the State of krid. all o d'nances Mi •m Shores Village and all rules and regu:wion. of the Building Div.. of ..iani Shch illage 1- 1 ,e -ot ipl.ed with, whether herein specified or not. A copy of approved plans and specificati ms must be ken at building durin, progress of tl.e wcrk. Read, Sworn to and Subscribed before me. uilding nspector My Com:nission Expires. PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved 4/ , 19 Owner'• Name and Address________Mr_._..Marphy No 128 street_ klig 99th St. Registered Architect and/or Engineer__ Name .nd address of licensed contractor. Iangalafing and Tile CIZL, 430 N......11....79th St., .... . Location and legal description of lot to be built on: Lot. Subdivision Street and Number where work is to be done_ 128 ........ Shore .. _Fla 9 State work to be done and purpose of building (by floors) and for no other purpose. Remodeling_ Addition Repairs. X . No. of Stories. To be constructed of. _ _ Kind of foundation . Roof Cov.iring.. Estimated '17,tal cost of improvements $_. 165.00 Amount Permit $ 5.00 Zone "ubage required. __. __Plan Cubage Distance to next nearest building__ _ Size of Building Lot Maximum live load to be borne by each floor_ _ ..... 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 unde signed appli ant for this bulding permit does hereby certify that he understands and accepts his obligations as an employer of 1 bor under he Florida Workmen's Compensation Act being S—tion 5966 Col p led Gen al Laws of Florida P r anen. Supple and h .s compl ed w:th he prov thereof, and will require s:milar complance from all contractors or sub-contractors emplo .ed by him in the wok to be p rf--med under th■s pern it and ill post or cause to be posted for inspection on the site of the work su :h public noti-e or •otices as are requir d by the Act. The u..d%r ign..d agrees to employ only such abcontr. ctors, on work to_ be perform d . der this permit as are licensed by M am, Shores N. ge. Lang Roofing and Tile '.o,, Inc. Remarks__ (Signed). 4-11''IC4r42'14r4:44../ STATE OF FLORIDA, COUNTY OF DADF.:. ss. Before me, the undersigned authority, a notary public, duly authorized to adm.nister oaths “nd take acknowledgments, personally op- peared _ and who, being by me first d. ly sworn, upon oath deposes and says that he is the of th abov. de,L.ibed •-istruction h has careially read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr ie. 6 0 1 45' /3■Y Notary Public State of Florida ........... .to me well known, NOTE: A charge of $1.00 will be made for making corrections or changes to this application Ifter approval his been obtained from the Planr.ng Board. A re-inspection fee of $1.00 will be charged when such re-inspection is mule necessary by improper notice for inspel.t or fa. Ity materials and/or workmanship. Date Forin 1130-11-26-5m (A copy of this Application, together with one copy of plans and specifications, must be kept at building during progress of the work) Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitteC for the building or other structure herein described. This application is made in compliance and con- formity with the Building Ordinance of the City of Miami, Florida which said Ordinance was approved July 7th, 1910. All provisions of the Laws of the State of Florida, all ordinances of the City of Miami, and all rules and regulations of the Building Department of the Cityof Miami, shall be / c j ompli d with, whether herein speci- fled or not. Date ' i u) , 192_,',' 9 `2 Owner's Nanie and Address i6 ‘ C ifreet 111 N rSre ms N 31. ? �: _ l h 9'9f Architect Name and address of contractor or builder j 6" Location and legal description of lot to be built Lot ! ! Block Street and Number where work is to be done knowledgments, personally appeared My Commission Expires CITY OF MIAMI FLORIDA OFFICE OF BUILDING INSPECTOR APPLICATION FOR BUILDING PERMIT t7). This space represents the lot; make outline of ground plan showing distance of building from all lot lines. (Signed) TO BE FILLED IN BY BUILDING INSIECTOR . • Permit No m- b'4 issued upon above Application /1 Classification Disapproved , 192 — Beasons • 4 � Subdivision d /fi t t,i i � °I `' . 0. Purpose of building (by floors) and for no other purpose. New Building Addition Repair ' lf A Remodeling Number of Stories � Estimated cost of Improvements (not including furnishings) $ / ?O •— Type of Construction 1 0 Roof covering w Foundation ' \/u... O Footing Q2 -------- Nmnber of persons to be accommodated (maximum) per floor Size of building lot Distance from next nearest adjoining building (from all sides except street) Heating system, if any (kind) (yes or no) Plumbing (yes or no) Elec. (yes or no) "'�� Elevators: passenger freight 1' manufacturer i 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 build- ing and its construction may be sent to m , ` G - __ '--' ink STATE OF FLORIDA, S. COUNTY OF DADE. Before me, the undersigned authority, iotary_ public, di. authori ed to a minister oaths and take ac- , .-' / O to nee well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described building, that he has carefully read the foregoing application, and that he did sign th same and that all facts therein by him stated are true. 0 iV Read sworn to / and subs ribed before me, (Signed) N ry Public. 192.L (Signed) Building Inspector.