Loading...
1094 NE 91 Terr (6)BUILDING PERMIT APPLICATION FBC 2001 *Permit Type (circle): Building Electrical Plumbing Mechanical y Owner's Name (Fee Simple Titleholder) -A Ii k 1 5 TUS1fb ROSE Phone # Owner's Address i 0 3 O 12% k foci -- 7f E Zip 3/ 3 L2 City 04 c a OA ,chcasiState Tenant/Lessee Name ECEWED SEP 1 0 2003 Miami Shores Village Building Department Job Address (where the work is being done) /0 l �/ � 7( J z City Miami Shores Village Is Building Historically Designated YES R O County Miami -Dade Zip Permit No. bP2(T - `-( Master Permit No. Phone # 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing (Mi 5f_? - 6 Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip Y 4 $ Value of Work For this Permit /o O o < 0 d Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ❑Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: {off; .1 r 41 E X 1 c.....0,-. * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ , GO Permit Fee $ On . nV Notary $ 5. Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ 05 . (n 0 . (Continued on opposite side) Pa id 1 h1l 10 I 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. Chc7/7 /03 Owner or Agent The foregoing instrument was acknowledged before me this 1() day of20 who is personally known to me or who has produced As identification and who did take an oath. Mabel Vargas NOTARY PUBLIC: Commission NDD2 198 007 Sign: Print: NOT •i•UBL Sign: Print: ligrAl A A tut s P° Bonded Thai s... ,'` Atlantic Bonding Co.. Inc. My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: G - `/ f W 3 Plans Examiner Engineer Zoning �2y2 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. ///(-3 MIAMI SHORES VILLAGE Paint Color Approval and Agreement DATE: 9/ %/0 3 OWNER'S NAME: 4k y,'s J �s�o zQ ; L , /�,� ?HONE: �, OS/V Y' y 7 ADDRESS: 70,5'o /J /o *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ADDRESS OF SITE: /4 9'/ /OE CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE: ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls *e'- 4 ?1.1 v y Fascia -Le) / .'dw Drip Cap/Drip Edge -6 Soffit a/`CY " Roof 0/ - Flower Bins Shutters Awnings Chimney Doors and door jams Garage Doors Railings - Fences Decorative Metal All brick (simulated or re Stucco Banding Any other stucco feature Accessory Buildings Other G'D OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore . , the paint colors will be as per the attached sample Signature of Owner ate Signature of Contractor Date *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION APPROVED: Building Official Date 4/23/01 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F)' Test Location Uplift Pull Test(p or F) 1 FA 26 27 P� ` G�.„ 51 52 76 77 2 3 28 53 78 4 29 54 79 5 30 55 80 6 31 �— 56 81. 7 32 57 82 8 33 58 83 9 34 - 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 / 50 75 100 • SITE SPECIFIC INFORMATION Owner's Name: � t Job Address ‘0 hi >= e( 6T I Mt lso-A t 5 6k-o 4 , Roofing Contractor (E-tG P71 t -k Type of Tile: � F0-0(5 { 4 - 5' -- t-o & 0'" Approximate Roof Height: 1 ? feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 11 ° ° fI Required Testing Force: 35 lbs. Testing Equipm:,nt Chatillionl00 Date Tested: 9 / 7 — e 3 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS R� T Civil Engineer: ITTED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 •la U.S. S()UTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL PA 106 l — /7 - 03 Ladder TEST RESULTS P = PASS, F = FAIL N2 4543 Permit# (3r 05 (Z 6I Date Installed: 1 'Q- 3 Roof Pitch: Other 3: I2_ SKETCH OF ROOF al II iL 1 OS a. 1 ERIN mammy 111111111•11111KMINNIMINIMILT011111 mommriamiumummaorragam 4Iv t ' 0 NOTES' JOB c iir t4. c t IsAL AM. I 5tA'agG 11- 14A )k< F-cgo tt,54 SHEET NO CONTRACTOR CHECKED BY DATE SCALE Attention Roofers: All permits fora foam- tile attachment submitted on or after July 1, 2003 must have an uplift test. The uplift test must be on the job at time of final inspec Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. 73 p 2 Process tio. Contractor's Name kiA4 wit! A/E q - rert ROOF CATEGORY (Low Slope 0 Mechanically Fastened Tile Mortar/Adhesive Set Tile 0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles 0 Prescriptive BUR-RAS 150 AR THERE E GAS VENT STAC A YESD NO • ROOF TYPE TYPE-NATURAL 0 MX 0 0 New Roof VRe-Roofing 0 Recovering 0 Repair 0 Maintenance Job Address Low Slope Roof Area (SF) • 30 0 . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Tot Mvik • ", , 4 Section B (Roof Plan) , Sketch Roof Plan: Illustrate all levels and sections, roof drain, scupper", overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ommonnionsrunniminggmmompolgonommunionnnommnponmmumnopponnonnnanninmnrunongn unnomnpm 111WWWWWMMWOrmWMWMWOWOMMEMWMOMMINII WmpWWWWW@WEEMMWOMOWNIM 111111.111111WWW1 onnommonm nomonninnonnommonguispromonnommpn OMMOM nommonninennonnil onsnOnn innn monnions:No ononnmounnannomonnannolimpsunn moinnononnomoin nnonnom WWW n NI 1 onnnInnnumnsmonnionannInnloism mnininnnnonme nnnionmn Nnornimn nom inumminnsmn INEM MMWWWWWWWWWWIWW1 MI onnionnommnunnnannommunpunnom NInnolINNN NMNIINNINIANN g noinngionnom orgnmuninn•nurneolmonnIninnownornmonnonnain IEW vniumnompromnpni N IWMMVII MUNN OUNIMUS W MIUMWWWWINEWOMR=Wil WIAIWOM IMMIN IN I WIWI 111WWWWW WWESWOINVIMMOIWPAAMMENIMUM I rI WvellW I NM amnion nn mnannionnononnaiiin no =i ... 1 „ninon room nu IMSRMISSIS....... moSMSOMEMOSMOMSMSSSIIMMISME UM SIMISMEN nnownonnomiNNNNNENNInnon snionnomnionnoniinmilnrornanInnompl II nnoinn nI mInnnpinnnimmenninnu on mernionmon WWII WWII MAXIM SINS S pm vamps nnnngp nprAn app a SEM 1 wi NUM implinnninplonn rung imnamonpunnownloggennion IMMWWWWwlWASMCwmill WERIMMUMNIE I.W. NWERWWWWWIIMM pun mumnonnsmsennnounnin mnannolnimmonnmOnninnx nownsnm sor u nmonn iagn nnmmnIng enmolonimmom no Iom nnoinn l prnnon7oo namrml io mInsInn om i n I Mi"." SSOINSI wows n •to nn prom •pun onnpAngoonnwilmingn n nn mg MS gn o ommli ngsmplog an nmonnoinnan nningignnAninmong n gionnolgnminn an m formn sm oi ienpionminunn omplononnompammenmonnngiuggion min Inman! g opium nom nn onn nn volnnweennwparimpi om nnwingeronman PISSION SEll i rp IM m IW WI M oi IIIALLAIMUMMOWWWWWWwW i Sig MUSS Sing.gaIRMS IningrAll WwWWIMAWMIUMM nogg! Innnwinpomnsnnnnnann nn pnnmangIng_ ms M _. AU WIMMINPOU 11011111 nnonannumproopionn norromplongnnivAingmenngsmomnpagnm gm normoilrp UMIN . MSS nnownnonnommoinnomnininponnompornonnownoonmiNoommongomenninmcmAinnpnnoommoon conanann nalornpursovaul nornannurAnnalornm000nnannoonorinninnuinurnn ongoinnwnspr n WW u ginggis mg angnmAin II IWI W MI@WWWWMOTNNWE Wi MUM WNW INEIWWWWWWWWWweleEMMR111 NM WWwWUN WWWWIVA ;INI IMIVW4w mWall lain WWIMIEWWWW1 111111111 4.111WWWW!---..i MUM: IFS IPMNIWWb.R MWM: mil Ill immismr. 1 impugn ni...ang I INDS WWW1111 P _nlillAAWRINUMW.MAW g WNW! m 11111 li M Moa M I a InmmMOIMINUMMWOMMIS M 111 •OmM MrAMMITIAZASSMIlwMPASOUNVINIOSOM WW1 Pm r on n onnnumminemomonvoir • • tom nomnAnnnomp:alonnmuannu nnonninons rimmummomm IM:WMIWW UMW MWWITIMMOISUWW1Oft: WOMMINEWN MMIIMM prommns mummuniim I on amn p.pion ounnommonnoin lionomminn monmanon,nnppoon neap' maroiomrmapnimmogs in opinnum mnspoonnomps ognoupoin 1 u riennplommnnomm gannminnnrononnnonInnoinini 1 on nonnon mnpnionnominnono oi wpnannLJnmn poomprannmennums ungnmangpinnin ammo mu IS num pinnonmomprinnonumennnanmonnn nupunnnannunionn polognmvennommumnomp nn ongnminnn nna Ionia gnialimplumnenurnunnan •ngnnImmerompgionoonsimpgang nsnion no mommorpois • • moomme mm MISSSMSOng gg g 11. maISMISMSMSINSSM songs MOIWWWWIRWOMMMWE SWIWIWIWWWWWWIT smown nunmnpoommnnin SMISSMSM SS SEM STIMCSW MEIN MMSMESMSNISMS MUMS 01 S ISMISMIIMOMSESMSNIS. SUMMINNSIIISSMSSOISM 116.0114110. mums mmalnInispromnlinm mai Inpoinngnionspopm. pppumn Moll 111111pling4NO lognorg gm am 0 MOW VON MOW 1 INNAWIEMMIWWINIMMWmow l ill mingnan m i giongoonmsnownsmarm limns nonnionnonnnion niononnimmi opppoonglinnnsponnoinng im nonnonninpngnanimnim mom monmpomp io pgunnn porno gnomplonionnownsennionggran riimmunnpongionnunns n Inumpingnonsinnionnompopmsninnpm nninnninmomonsmnpmannnown p nonmanngnnownsmn m ommannongmmonnionommonnionionnsmomnnmonnwougraggnonnomennnn nonsimpompnnumonnin moninmornammognmoomponmonnunamonnennonnnonnionommommnronannonsmnonnennonmgn IWWWWWWWWWWWWWWWWWEEMMOWWWWWWWWWWWWWWWWWWWWWINIMMUMWOWENUNNUMWMUMMWES Roof System . Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation f r r Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: Top Pty: To PI F Max. Design System: Deck: Type: S Base Sheets; & No. of PI Y(s): Base Sheet Fastener /Bonding Material: ^;i ". of r Ply heel Faste /Bonding Material: Section C Low Slo Fill In Specific and identi and Assembly Components (If a fY Manufacturer c omponent is not used lde; ti as NA) System Manufacturer. NOA No.: Design Wind Pressures, _ v From RAS 128 or Prnax1: 7 Calculations: Prr From the S pecific NOA Gau ge/Thickness: Slope: Anchor /Base Sheet & No. of P Y(s): Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation F a 9 Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation F astener /Bonding Material: 11 D Woo Stri Strip Co In di rial: 6 Hee C5 Mate Spec ' ed Roof S stem Fastener Spacing for Anchor /g Attachm ase Sheet _I- Field: . oc © Lap. # Rows. P erimeter:. — .i_ ' oc Comer: �. oc @lap, #Rows a@...46.-oc oc © lap, # Ro Number of Fasteners � � o c Board Per Insulation Field 'v J Perimeter lus►rate Components stalls mponent Noted and twigs sA PPltcable: db n g , Gutter, Edge Termination, pping, Flashing, Continuous Base Flashing, CounterC1eFt, Cant Dg. Etc. Flashing Roof Mean • ght of of Height, Parapet Height, Base Flashing, Component 'gat, dal., Thickness, Fastener Type, i ng or Submit Manuf YPe. Fasten Comply with RAS 111 and Chap 16 etails that et\F Mo ds iCd %Mef I Dl� M ner C3 X 3 S''drp ry f h Pn n I — - 1 1 Y berg I X D FT . i /0 Parapet Height Mean Height Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permh Application Form. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): I , P1: �16 P2• (° P3: / Maximum Design Pressure From the NOA S . ecific S stem : U Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations For Mom ent based the systems, choose either Method 1 or 2. Compared the values for M the values from M If the M values are greater than o equal to the Mr values, for each area of the roof, then the tile attachment method II acceptable. M ean Roof Height — Roof Slope 2:12 3: 2 4:12 5:12 6:12 7:12 15' 34 32.2 30.4 284 26.4 244 e CalcuJtjggs Per RAS 127" Mrr n1 - ✓ 1, NOA 11� G NOA 11� Mr 05 NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (K.) From Table Below NOA b>f M Required Moment Resistance* 20' 36.5 34A 32.2 30.1 28.0 25.9 25' 38.2 39.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 28.2 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rates and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values 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" (Pt: z l : = z w: = —W — (P :: z l• _ z cos 9: — Fri: NOA • z w: _ ) - W: z cos 9: (P3 • z l: = z w: = Fr2. NOA F' ) - W: z cos 9: = Fr3: NOA F' 40' 42.2 39.8 37.3 84.9 32.4 30.0 Description Design Pressure Mean Roof Height Roof Stripe Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Respired Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Where to Obtain Information Symbol M� Where to find RAS 127 Table 1 or by an engineering analysis preparedly PE based on ASCE 7 P1 or P2 or P3 Job Site 8 Job Site NOA NOA Mt NOA M, Calculated NOA F, Calculated Average Tile Weight Tile Dimensions All calnilations must be submitted to W NOA h length NOA width the Building Official at the time of permit apphcati 1'l 117 x1 Y£.L .) .1A 1. .11U1Lh1L.HLV1'. L J TL.J A\L. .1 1-' v VY1\ CONSIDERATIONS 1S24.1 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. • - JAI; 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. A , 0 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). t 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. L 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be Vi ewed 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. c1 ( 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. y , , i 4 +..) 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be. necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 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 's/Agent's Signature CAOOCL'NC•rmeLOCAU.DTw/%fCCTIOI L$ t4.t / /` / Date Contractor's Signature 04/24/2003 12:18 9544914489 - 69/20/ 2 381 11:20 3058888050 MIAM OADE ABC #130 -TILE SANTAFE TILE CORP I 'DUCT CONTROL N. Sant 1 Fe Tile Corporation 10?0:: NM. South River Drive, Bay #16 Mrdl cy ,FL 33178 The e:.pense of such testing wiil be incurred by the manufacturer. APPR OVED: 02 /t)1a001 PAGE 01 PACE 81 MIAMI -DADE COUNTY, FLORIDA METRO -QADE FLAGLER f BUILDING CODE COMPLIANC E OFFICE METRO -DADE FLAOLER OUILDING 140 WEST FLAGI,ER STREET. = ;tATE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (3o;) 375.290S CONTRACTOR LICENSIN•) SECTION (305) 375 - 3527 FAX (3 )5)375-255s CONTRACTOR ! :NFOsICEAIEY'r Dn (305) 375 -2966 FAX (3 )5) 373 -29os PRODUCTCONrRor. Dtvisio■ ( 375 -2902 FAX (34 15) 37205339 Youtr tpplication for Notice of Acceptance (NOA) of: Spann Sh "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and "'ypes of Cot;st - ttction, and completely described herein, has been recommended for acceptance by the Mianii -Dade Col Lai y Building Code Compliance Office (BCCO) under the conditions specified herein. Thi; ? KOA shall pot be valid after the expiration date stated below_ BCCO reserves the right to secure this prolu :t or material at any time from a jobsite or manufacturer's plant for quality control testing If this pro.lu ;t or material fails to perform in the approved manner, BCCO may revoke, modify, or sus lend the use at such product or material immediately. BCCO reserves the right to revoke this approva , if it is detrrfl tined by BCCO that this product or material fails to meet the requirements of the Soutt Florida Building Code. ACCEPTANCE NO.: 00 -1 12.06 EXPIRES: Q Raul Rodriguez Chief Product Control Division THIS IS THE CQvERS T, SEE ADDITIONAL P;. R I Fr : D .P VERA CONDITIONS UILAINC CODE & PRQQUCT REVIEW COMMITTEE This :.pplicarion for Product Approval has been reviewed by the BCCO and approved by the Building Code ind Product Review Committee to be used in Miami - Dade County. Florida under the conditions set tort h .bove. Francisco I. Quintana, R.A Director Miami -Dade County Building Code Comppliancc Office W10 I%pc2000Hurnphtnoace acceptance co.., pert.doc ).. e• not mail address; post•+astir ®buildingcode0nline.conl • Holneplige! http -iAwww.buildingcodtnnline.tom 04/24/2003 12:18 9544914489 ABC #130 -TILE ,'09/211/ ;'001 11: 20 3058880056 • S NTAE TIL1E CORPORATION T:OOFING ASSEMBLY APPROVAL S ' t � ` Roofing ub-Catcgory: II (medals eck Tvi 2. PRODUCT DESCRIPTION Manufactured by Applicant Prodest flit Screws Dimensions 11 x 2 -' /:" long 0.130" shank dia. 0.178 Flute dia. 07320 Roofing Tiles Clay Roof Tiles Wood 1. SCOPE This renews a roofing system using Santa Fe "Santafe 'S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. Test Product &mensiqns Specifications Description S Lntafc `S' Clay , - 18" PA 1 12 One piece high profile cloy roof tile R aof Tile w = 11.5" equipped .vith two nail holes. For nail 'A" thick mortar set and adhesive set applications. T im Pieces 1 - varies PA I I? Accessory trim, clay roof pieces For use at w a varies hips. rakes, ridges and valley terminations varying Manufactured for Inch tilt profile. thickness 2: COMPONENTS OR PRODUCTS MANUFACTURED 13Y OTHERS Test Specifications PA 114 Appendix E SANTAFE TILE CORP PAGE 82 ACCEPTANCE No. e - 2 2. k Approval Date: Fe rttary 1. 701, Expiration Date: February 1, 2006 Product Description Stainless Steel Manufacturer generic LIMITATIONS 3 - 1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive scl tile applications, n static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 1 12 a. 1 _ :._...,,.�..., :...; hall :re submitted to the Building Code Compliance OfTic 2 uloaga, RRC Rooting Product Control E*.minet PAGE 02 Ile Profile I Two I Tits Application Nails - -- � - j One Screw - - - - Two Screws 38.28 One Screw w/ Clip 57.31 Two Screw w/ C{ _ 57.80 61.77 antafe S J Direct Deck 21.8 29.19 Battens Approved screws as noted 'Product manufactured by others' 04/24/2003 12:18 9544914489 F19/21!/: 081 11: 28 31358138E1050 antafe 'S' ';enters 'S' antate Battens 5.93 Direct Deck 5 90 Battens 5.85 Durgct Deck 5.82 Battens Direct Deck 5.73 5.69 Adhesive Set 3 ABC t$130 -TILE SANTAFE TILE CORP TAFk: IIL COIEtPQ I OU • ACCEPTANCE No. : Au212.ok 3.5 30/90 hot mopped underlaymcnt applications may be installed perpendicular to the r slope unless stated otherwise by the underlaymcnt material manufacturers published literature. 3 6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict complianc with Miami Dade County Roofing Application Standard RAS 118, RAS 119. and RAS 120. 4.1.2 Data For Attachment Calculations Table 1: Aerodynamic Muftiplyers_ M(ft Tile X (f 3 ) X (n') - Profile Batten Application Direct Deck 0.274 Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile 2 ":12" 3 ":12" 4 ":12 J 5 " :12" 6 ":12" Profile Battens 5.56 Direct Deck 5.53 Battens 5.32 Direct Deck 5 29 0.287 Table 3: Attachment Resistance Expressed as a Moment Mf (ft - lbf) For Nail - On Svst.m Table 4: Attachrnent Resistance Expressed as a Moment - M (ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Profile Application Mortar Set 81.9 7 ":12" or greater Battens 5.03 Attachment Resistance 23 -6 rank Zuloaga, R.RC Ruofng Product Control Examiner PAGE 03 PAGE 03 Dire 3 Dec Nha 04/24/2003 12:18 9544914489 g'9 /211 /; B01 11 : 28 3058880050 PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE 4 ABC #130 -TILE PAGE 04 SANTAFE TILE CORP SANTAFEMECUMium ACCEPTANCE No.: 00- 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or lei p, or following statement: "Miami - Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6..I.2 Any other documents required by the Building Official or applicable 13uildi g Code in order to properly evaluate the installation of this system_ Frank Zuloaga, RRC Roofing Product Control Examiner PAt E 94 04/24/2003 12:18 9544914489 elsol /'!ee1 11:20 3850080050 • SANTAFE TILE CORPORATION 5 ABC #130 -TILE SANTAFE TILE CORP ACCEPTANCE No. :,,00-11212,(16 eL OF PTA 2,03___r AND ONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filth and t1 e original submitted docuntentation, including ter supporting data, engineering documents, arc no older the eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: 'Miami -Dade County Product Control Approved, or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (Identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and seeded the required documentation irutrally submitted, is no longer practicing the engineering profkssion. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate tee) and granted by this office. S Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. E The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manullicturer or its distributors and shall be available for inspection at the Job site at all times. The copies need not be resealed by the engineer. 8 Failwe to empty with any section of this Acceptance shall be cause for termination and removal of Acceptance:. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE Frank Zuloag*, RRC Roofing Product Control Examiner PAGE 05 Pa iE 05 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built - Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. . The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.05 Expiration Date: 11/04/ Approval Date: 05/2? Page 1 • ti Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 191 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psj, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (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- 401bs. /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18of21 • Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) 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 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. Maximum Design Pressure: See Fastening Above NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 4 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued f GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. " GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofmg membraner may be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C45/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One laver Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 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 Gi "GAFGLAS Ply 4" or GAFGLAS Ply 6 ": Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 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 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). O Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber isocyanurate, urethane, 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 Gl. Membrane One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule)! 2002 ROOFING MATERIALS AND DIRECTORY 1. Cap Sheet "GAFGLAS Mineral Sill-faced 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, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" 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, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/ Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more lavers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Incline: 2 One or more layers perlite, wood fiber or glass Deck: NC Insulation (Optional): fiber, 2 in. max. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued 173 Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type G1'or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type Gi or G2, adhered with hot roofing asphalt. Surfacing: " G Premium Fibered Aluminum Roof Coating ", 1-1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 . . Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. i ll i Sr —4" . 41, , ROOF COVERING MATERIALS (TEVT) - , • Roofing Systems (CCU) Continued GAFGLAS NO Premium Base Sheet may be used in any of the following systems. " GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFFEMP Permalite Recover Board" may be used in lieu of any perlite nsulation in any of the following NC Classifications. C1assA,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen nembranes. " Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of Ruberoid Mop" SBS products in any applicable Classification Class A Deck C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber glass fiber, isocyanurate, urethane, perlite ' isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Incline: 2 Insulation (Optional): One or mo r fiber isocyanurate, urethane, perlite/isocyanurate t composite, perlite/ ( urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap --Sheet" Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type GI " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced as A asphalt glass fiber mat system. Deck C -15/32 Incline: 1 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 GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheer. Deck NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type Gl "CAFGI-AS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheer. )eck C -15/32 Incline•. 2 Insulation: One or more layers perlite, glass thane, perlite/isocyanurate corn fiber isocyanurate, pre- y o , p oi n ts 6 in.). composite, phe- nolic, 1.0 in. min (offset from Base Sheet One or more la plywood pmts 6 2 o Membrane: One or more la G1• or G3. pantile), " Ruberoid Torch Plus" " Ruberoid Mop" (s en of "Ruberoid Torch" (smooth or urle) or " Ruberoid M (smooth or Sheet • " GAFGLAS � �� ��)' . ='P She edc C- 15/32 Surfaced Cap Sheet", hot mopped • IIadlae: 2 molation (Optional 'One our more )a bet.li ocyarwratt, urethane, Yea perlite, wood ' glass methane composite. wood fiber/ ; anur'antaate o site, p en O p y ease Sheet- composite, ' �°1� any more o � ly Shed boa O for G3. : .: kembraaft j as Obi. of atone layers- R Torch", ~? (smooth 7b Plus" ber�old Mop" satooth or . Mop Plus" (granule). 1 • °t • 'LOOK FOR THIPIRs ROOF COVERING MATERIALS (TEVT) Roofing Systems (rGFU)– Continued Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck C -15/32 Class B Insulation (Optional): One or more Incline: yers perlite, wood fiber, glass fiber isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply 6" 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, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck C -15/32 Insulation (Optional): One or more layers Incline: perlite, wood fiber, glass fiber isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type GI " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Gl " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfadng: "Weather Coat Emulsion" at 3 gal /sq. • 3. Dedc NC Incline: 1/2• Insulation: One or two layers "Isotherm R ", 4 in, hot mopped: • Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. • I 4. Dedc NC Incline: 2 Insulation ( Optional): Isocyanurate, perlite, isocyanurate/composlll `__. wood fiber and glass fiber, any thickness, meduanicafly fastened. Base Sheet One ply Type GI or G2, mechanically fastened or hot 'm .,��y Sheet One or more plies Type GI or ( , adhered with hot roofing Budging "GAF Premium Fiberpd Aluminum Roof Coating:', 1 -1/2 • gal dc Ded5. c NC or " GAF Heather Coat Emulsion", 3 1 /sq . • • �0 as�.any . polyisocy wo Sba • PRODUCT • 173 ItA METRO COUNTY, FLORIDA O-DADE FLACt„ ER BUILDING 0UtLDINC CODEC01►I!•L1ANCE OFFICE P R nn CT N .TX 77 h orrno -Onue FI.A NOTICE q 140 wl:ct'•rt,� crReCi� Olin-DING 1'ulr rya m Prodncti SUITE l6ul 'w0 S ,Inc. PT E Mrn�,,,t. 11 r1013,t si13o. 1JCJ (trine Stucbncr ttnud (5135 »s z'�oI F,1� J .prink' t OS) .3 75-29015 383.1(32 roN-tntCrox 1.tct :wine s1; . . (305137s.2.527 rAx pM13n -zip'' co vrti.ACTO il LN VOltetki kN r a •� 003) )7$•21es FAX (J 3) J7 s l p�ticatio:i for Notice ot'q oti ccpt ail � cc 11 /4:J Component or No i cthrn c ce (NON or. PRODUCT ()1 51 )' CT C F 1 1401. bivniON . '� " -' Chapter 8 or the Code "' AvI 'cstvc - �� 005) )r ol',Vliomi -nntJc County �3r: Constructi 8 complete; County ' . • Y described herein, my governing, the use of Y coon, ns co Coe • has been ree Alternate Materials e p''nnce Ot ico (BCC()) a conditions for specified by the ar d Tyre, of This N . O � U•'ldtr the Con41110115 SpCCIt'ttrd hCCCI'1. A shall no: be valid after Miami-Dad 0: r^,a:Gr�JI at ,�, time the expiration dl : S: . �f:::1�tt"t or material tails ti ^�c frog.( y;obSitC or " below. 8CC0 reserves '�: of S:i to i f r o in the s, nwInura cturer's plant for rs Cie right t secure :his t product cr Rtote approved manner, BC ev o e control testin .... : o r i ncd by BCC() that i mmediately . B C CO reserves CO may revok If the a ding this modify rr i d C r b I 1-: product cr material fails to meet the re quirements to revoke Y, or suspend the ore this approval, if it is ,:� quirCmcnts of the Soutltrloridn o=n'c o. ' such t,stin•, b v+iil he incurred by :�c Itiinut'actu-cr. A CCr:I►TANCl. NO : Ol -d S F.X1 IRES: 0.5/10/2006 f AA + ore 10 (taut Rodriguez I.laj: TIIF. C61 'F'ItSrti•:t.T SF Chic f P roduct Ccntrul D:vi hr i�, C • NA t' l' C: C FO Ii S !` F A t: t t N C O `�-iIt Ns C t� v �r r r Pti• 1 'CT !IFNI FM/ COMM) - T' 3 nr,olicn!;cri for Count ..t•dc Zr;d Product pprovni li;:s bcclt reviewed by t Review C Approv the DCC .` .. c nIcvc. - to be used in Miami -Dads: , F,ori d approved b Y. Orlii under the ondi so PoLt7041 PaODVCTS, ( 'rancisc o 1. puirltnna. R.A. ( Director ti111:11 i -Dade Counl). (luiiding Code Compliance O,fr ` 04SC0011IOcZQOtteT p;7tt+lnout• tt<910nt• co.sr + +(erne( y nt�lil Nt�•doa ddress: pottmoster @p•ItdlttEcaJeonline.cotn • rrotncp:,ic: Attu;/ /l•NI,,.bulwlnscodo.ntlnc.cor,l ti 10002 DT/03/01 -koV 13:00 FAI 034 370 104= r POL�'po� PRODt'CTS , INC. m -p uct ACCEPTANCE Nor ; 0101 0 ---- . ? l ASS INIFI , , APPROVAL. stn r tiu r_C�t Rooting I 1 lo I rile Adl,es;v A•t:rtc c Annrov,l Dnle:.Lu l' 4 .(r01 �'Ytrr::h.,nc t%•'rpinrtiu„ D,if : >V S CO ['r, or►c Tn;s i 'rs �tp,nrov.s t'crl ;n sl'o pro A1t16U as,�t;tn�rl as described re dint: ;: • tr)ta Notice ol•Acc Ptzn l Prod w he7 , loc. emea s its drierm; J h or the location � � pressure su pressure values odtaitt���! by y applicable building hc.c the design s 1 27. va for calculations in contplin v code. tt Ro not Application the S! nd: All 160. ar use with approvcA for sin Where tt;e ar�ach,nent ca1t' low. and iti • RO pFng E:� p: tty p►ac:m cu,ati0 do proti'c roof ril ent, aid as an u l? , b ns arc dons as a moment tern using p ►t ttscd system for double pc ��0ment based system 2. PRODUCT t:Y systems LC`T DESCR[PTION M anuf , tctured by ! nol yproe AH 160 n ri, ►n t Text N/A S ►eciricut n y I'o.tmprog rtTri000 PA lot N/^ r'•::,1'nct.1i+ 3G S.: C0 `/A 2.1 1)i(>cctsiog Cquipmci! Component ►r r , h";Cti ip r produces man "dc Cot:�uy Product Ufarturcd by others: A i;: h fat u�l ;,rt rc Cnt: . i c. �• C('ntrci p,ctd Roof Tilt: AY,c ::%bl , Acc r n!ucs tv;th the u,c of rol)rro A 11160 r OA 2.2 y » ;,� s :ardent �' T) pi f Itysical Pro ��� t�1r �d1'�sir:. I'rn crty Properties: Dens c. COnthrct�ir� ASTM 0 1622 12cs� r Sl Sire.gtit .e PSI P, t AST I) 1 621 ►.G IVs /ft.' --�1L re. ■:c S:r� :,�tl, 12 rallel to rise �'n'cr Ab nr AST 0 1623 , PSI Pe rpendicular to r'se Mo,sct.rc Vn•tc„o�, AST.�1 -8 PSt Para 10 rise 0 - � - � 0.08 LSsiFi_ Tr:tr,s.nrssi^,t AS rtii F.16 3.I Perm / l :rch ! ip ►nt +rlrrr ASTM 1) 2'26 7. 7 -1. Volotitc Cha,t 1l .4 :0 . A s • -1.07% �. .9*39 'ON 451 VO:1111t.: Chan 671 C Il: :n , itlity, 2 ►vut:ks 418CM 711 ri'adr:S 2E4 Product D r •� Two component polyurethan Daf:nsinU CSuipntent Frank ZulaaS4 kRC Product Control Examiner Rloo'. 07/43/01 110V 13:09 FAX 934 3)e 1042 • 4. PolrfOhm Produ nc. ACCEPTANCE No.: o - _21.0 Note: Tile physical prt listed nbovc etc flCCC fed P ASTM test nrettlods and are sub ect p rs al i t fact average vnlu cs N 'tctermmed by 3. LI'�'TITATiONS J t0 normal tt,r►nufacturinC var■ation 3.1 Circ cl ;tss is nc; part c. r th;s acceptance. Refer to :! ,prep a ..d !toot Tile r� Assembly for fire s no m ,. 3.2 I'ol yrro8 nl•! 1 GJ slrill so'ely be 3.3 Minimum underlayn,c.t:� shall bcLSCd with 11;,1, iow, h:kit ;:e pr c , profiles. Standard ftAS i20 3.4 Roof Tile compliance with the Roc r. of / rt•; >� Appl,ca. ion lrrul;tctt,res acquir;r.g acceptance for the use of p t: :e adhesive w; :it their the assemblies shall test in accordance w;th 3.5 Roof Talc m,�, ; ;,fac ;ures acquiring acceptance °�yrro® Ai-! 1 60 roof ur: of Po! eptance for t wo padc . PA 101. Ypro2 AH 1 60 roof tile adhesive with their t assemblies Y Dlac sh all :u l :e the azoorda,�ce w; ;h PA 10; a::d with section 10.4 as modified . shall in ;71 herr ein I_ I_ u , I' STALL ATION 4.1 f'olYprOli) AH i 50 may be used with any roof tile Y ;fists uo!i'.1 resistznce values with the use of Polyp o0 AH 16C ~' e a currcnt'�`OA that s•2 folypro� AN 16.3 s!!all be apa!icd in bascC compliance sc::io:t and t!•c cot -es with the Cor-+per,c::t Appl: cat ;on se ;cntbl s a I pond ''': Placement Details noted herein reiherein Y� d es:vc a;;; c: -�cn1 with the The rooft;!e s;:fl ;c:cn: a: :a-!:t";:r1; resistance, ex a use of t'p!ypro� A1� 150 shat! rov:dc the u pressed as an u ,f', P p!:R.res:s.arcc determined in eompimrce wr.! -Da s ` '' to mcc: cr e�cccd A;,piica:ron Standard; RAS 127. � e Coun,y R�ciny 1de assembl iiOA T he adhesive attachment (;a, 15 noted in t::e roof 4.3 ?clypro Al-4.160 - cot' : ;Ic adhesive ar.d its components shat' Sr ;nsta!!ed in accordance •.v;tit Root ;ng Application Standard 't Polyprc€ AH:50 Opera :in AS 120, and ?oiyi;,a►;t Prcdu:ts. Inc. 4.4 instal ;anon ^rust be by a Factory Tra'ned and Maintenance Dxic!c; by Pc:yfoa::t Prot�:. : , Qua:ified Applicator' approved and iicerued c s. Inc. Poryloant Products !tic sha,l supb'y a '.st of approved 4.5 spa.' cators :o the a.►therity having jurisdiction. Ca:Vt ..,c of : ^c1 :c ;'1;�r0� dispersing Ca: .. 1:cs:vC l r^., g equipment is rec:tirc; be c aPP!ic of ratio :;etwecn the 'A" sh bc n•a;r ;,:;;ca between ! 0- .. A.. component and ; h e •�•. S :c G 1 � 15 (A) : 1 0 (p). The dispense component bet to shad G'e!ivct 0 0'? pct,. :,,s per tilt ; ,; n^er shall be set to 4.6 s!.a :: be appro s determined at ci,.t, z :fie s N0 other settings f olyprog ,fit - 1 i J si, bc G t• ''',!� p g dispenSi►rS cq : :; on,y� a'scd with ► oa:npro it'I'p I C00 or Prof pelt ®30 4 • polyproA ,11160 sh1 :1 trot LC deposed r C► m 100 ancnt!y to stint 'CN 4v1 3 POL1'FOAI PRODUCTS,INC, Fr3sw Zulagga, RAC Proo,.c: Control Examiner 111 - f " '&I $4 511 0 2 10�y P . roans P rodu et Inc . 4.8 • Tiles ACCEPrAtvcE No.: 0 • must be adhered in freshly � m aver y applied 4.9 P uies a Polyproe AH 160 has adhesive d pes 'Tile must be set within 2 to 3 the 'Placement I GO placement and oti been dispensed. noted herein. Details' herein . linlum patty . Each generic tile profile requires the specific placement —Adhesive Placement 7 'iict'roril c TnLl 1: /'or Each J Detail Two Pad dy Weigh! per paddy Min. rams Flat. nc Cvncric Tile Profile Single Paddy W (grams) 35 1 7 /sidc on cap and 3c1/•an 24 N /A NIA Low. Fli •h Pronl.:s H,bh Profile (2 Piece f3. II �rrcl) 1 !Plat Lo. Pro F�a � Flrs ' L Low. Hielt P tit ---�_ of• Irs i S. LABELING A3 N cyf POLP '*owerS.Ik A11 PplyF;ue,�li! 8 containers shrill compl with the Standard G. [3 ['ILpl.ti'C I' r G ! As LA � ! d � QU1RE,y�E, Conditions listed herein. by e Bui'dinb Ofrcial or y evalu the i nstallation oft PPlicab,e p uildinu Code in order to this ystern • tg9b58c;9c ON XVI 4 frank Zutooga. RAC Product Control Eamincr '. ildCM NIAlddflSCa; u4 of.21 zt_. 10Y 1:00 FAX . , Asa ire Ion: 4 • 1 I I 1'o :foam radii s Imo: I; Nom 464444 Amit Y 'e�eerc 17 4 D dre r craw S IN ►1e /y re 19 ^ ' sows 100 Iw M c Nes t On u n.. MWt1/2 e '�' d twv ila F , 41 lAnk h park cam; J'A'!go.ry 11.1 w11 46114 Oil I 3.10 !nu Dot•o 499bS9c:9S •0N W.j AC CEPTANCE ,N c : 0 A DI.ICSIVE PLACEMENT bETAIL 1 SINGLE P ATTY / 6 /1.'1646w a r ke MW II, u4 woo W�wn. Mimi mg 8.0 sow 0 we LIU Iwo Pa (►•• uea►e ;maim Mon' c pOLYFOA$ 11I00UCTS.INC. 4.1 /1"44 6%411C:t11461 ti146w WliCI )17 A.dcfl rrani( Zu,c 1 'rocluct .'::t.� Examiner 1/20 alma NI - 0521.02 000$ li :r 1 I r0 ufed.v/VA SUN 1 3:10 FAX $34 ST/ 1042 N. IMCMIA CtrbtAt • 'ON XVI ..—...-- . 6 p0L1TDAN PRODUCTS.INC. ADI4EsivE PLACEMENT DETAIL 2 SINGLE PATTY ACC EPTANCE No. : 0 1-052I.02 cr r . A .c61 . • 7. ... 75 LTIRMstm". 11 "" 1 " Frank ZActsgp, FLRC Produc: Zar.troi EX 2 iniftr • "et •■••• • Gb007 t F 4 07.?Z3:0i 116N :10 FAS sS 578 1042 o. Produce Tnc. / tttroug►, plastic RnKM 3 A. 1 i rn. Sk*ol, t ddy „ .r. La l^an1 7 2A . 117 1n.dkeik en 3Ia paddy a.. count ono Vail :Arouilt �.0 ceACnt ` , ;n. 8 j • M1 Stave daddy on undena nl Snyy a p0 y Or lap of ill, :erne In. N4 Nai IAroyph Warr t Nnranl U ndsolrynrel O Iv- in. Single paddy undo` I4ynall iMy d.. under 1;k 4 Ir .r/ a inpt. P,,,, ^ top of 1,4 fen Cwno 2 .n. S "Ul Noddy on top or tile & fly paddy under le '0N Xbj ACCEPTANCE No, : 01-052 02 AOIIESIVE PLACEM ENT D E UDUULE DETAIL 3 PATTY 7 POLYFaug pRo CI" . - 7i' � .cal:,. 1.411 =am, I ' . �IAtlh Fuca Nil* LAIN t only `.ice Es17k zuIa R-R S,• lC Product Control Examiner. Sro. s.n,N Sin.. pc* under MI S101M N bitten,' m Vioo 1 In. t71R�� ara paddy taw wt, o Fnels ^N e.,, :hut” Dr4e stage 07/23 /DI ttl0\ 13:10 FAX 95+ 376 1042 • ' :i n t Pr A - Not fo + Cs inc. I Rc::c,■a h Acc:p 3rcc (a i of this pproval d the i of t i st, ) shall be considered aRrr a reliLm- otdt. i l (M) ) •c:trs•d doeumcnlS, inel dine rest-supporting data, :,1_. 3c�pJte. .�,t has been fi:ad titan c: h u )Orlin 2 Any and 111 approved _ •�in� 6 ccii..lcttts, art no Prroducts shall `�Ci f :: ^d the following sta:entcnt• be permanently labeled with ;:.-. stzttd in the •, c conditions Comity Cu; �f3[fc r ,i z •' ci:•• 5pec,., ade a. Prod. :a. �. s of this Acceptance. - :s:c. -ol /\pl�rovl('� or � 3 . 1?rrc,.■als ofAcceptance t ::.s Tar has b�:.n ] t�' I not be considered if. �ro�:,ct and the ' ia''be in t.:14.: South For, product is not In Florida Dui c o C a - evaluation Ti e product is no ;cn compliance with the ` "'ro '•:t:: cti io 1. er the cote ch1,t_� n cf .i::% c du cps no ! ni r F,same product (rd;nttcal) as the o, %':1 ,dm th com lie ` O �`'! =_'h• a ?Fr : d 8 e Cor ,nstallition ache plied >vitlt all the r The :n who cria,n tic prproduct. .��. _ .� 3 Of this u su e t A i ,:ncCr cd, a :.y prepared. signed cc niti .cc s no :Crb ;r practicin en g and sealed the tee_ G the t�utccri ' � tdJaumCn:, /�. ;: rcvis,o. ^, Id profession. In,h-.'I,. 0f CilalbC i:: tl• m� �,;:�: :cell e t::.als, use, and/or man::faeture c' t b calae ia: :),c : ( •, : :. S, of ` ;: cs ::: (t be c the •,n d o r this Acceptance, unless pr;r. cadLCt or prods s .= :Mc.: z revision appl,ca :IOn with r 'ta a g :a. nt hst b :1r.' Of tr; following St r 'PP cP' : f.:::) and e:at(ed b)• (.',:s ;folio •.]r - :so be grounds fcr rem ` ory per:orntanc= cf tlhi oval of this Accrpta �•�tst:sc of tJt,s �cc •� S product Or i `' tithe: uurposes. t as an .r1dOrStrnet� ^pC;tS. of any pro du.: 6 ''t; �'CIiCC f i.:_- �.CS, advertisin or ♦ Ace ;1 =1 ;- C::t:,`:� .� �• `' : t; c r ;: Cat er preceded by Ole ,vo �`:. � t�:a)' be C,S �.; •e a s s Miami-D:1:- = i ;:ra:i sp:a�•ed t-t•:::t P ) d Ir. dvert:s;ng literature_ �•, = (oridz, end fot;C c .. A Z: v�lh:5 saall JC done sit its entirely z••• r�iOA of the �jp ; :r Ut e;' S approved a_ ;.o' :dco - ,o ' c Ls.. ,�y !he nian as er drawings and other dea :,: _� site .. 11, L.S ;:= e Weer n or Its distribLlcrs and shz.---: t �'hcrc ,t i nsc applies, s . S Fa,!urc :o comply b. ced no: r:.ccal :i:c copies. ` - �:1b1:: for inspcclio,, __, Fa .lLr a 0 ' -'y section of this Acceptance 51,x11 be y ,- :s \. � eau:: _ = �rul:cn and rt:nt;,ia; ` r c:: -; of A:ccr,!a,, -:. cors,st; cf pages 1 thro 6 END OP THIS ACCEPTANCE 'ON XV4 • • P0LMAt PRODUCTS . 1 NC . .;. iOr. �-; 1 4 0 00 ACCEPTANCE No.: 01 -0 1.02 • Eq.= Catural Examiner MIAMI SHORES VILLAGE. FLORIDA UILDING ❑ LECTffiCAL ❑ PERMIT N? LUMBING ❑ N. 846 9 OOFING 0 wner of f gilding C• , =chitect )retractor Builder 4 i <:. AI V 'gam Lot scription 'dress of !ilding BI. Work to be performed under this Permit i - ! r' /1 e a 4 Subdi- vision Sq. Ft Value of Iraj DATE t a Contractor's License No. Amt. of Permit 195 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application efor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, wings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any .e 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 nted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the„ and regulations taining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work le by his agents, servants or employees. . " N. Signed: '' BY ...... -- , INSPECTOR 1. In consideration of the issuance to me of this permit I agree to perform the work covered hereuneltr in compliance with all ordinances and regulations taining thereto and in conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. accepting this pet -pit - 1 assn a responsibility for all work done by either, of self 'y age i seafit or employee. 1.11 ". s. s�i - '.--i �. 4'' f:I' - 4013. ,, e.e..e. CONTRA6TOR BUILI BY AUTHORITY 7 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.... _? ALef _. � No Street Registered Architect and /or Engineer Name and address of licensed contractor ✓ ,=:r f ,- ,, ,_„ . e ij Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _e 2_ / State work to be done and purpose of building (by floors) New Building f� Distance to next nearest building MIAMI SHORES VILLAGE ` and for no other purpose. Remodeling Addition Repairs No. n!• o Stories de To be constructed of Kind of foundatio Roof Covering_ -l" 7 / �. - - Estimated Total cost of improvements $ .. C .Amount of Permit $ Zone cubage required Plan Cubage Size of Building Lot r Maximum live load to be borne by each floor ll ` i . 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 Lawsof,Florida, Permanent Sup dement, and has complied with the provisions thereof, and will require similar compliance from all contract or i:b- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspectio n t site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such , Sco rac s .rk to a performed under this permit, as are licensed by Miami Shores Village. Y / Remarks (Signed) STATE OF FLORIDA, f COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated true. d Date ) Permit No Disapproved to Notary Public, State of Florida ( Signed) Building ' nspector / My Commission Expires 9 , PLANNII[- 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ead, Sworn to and Subscribed before me. vF 2 ,19