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ROOFING PERMITS 725 NE 91 STROOF REPORTERS, INC. Plodedadade X'04 eostddrzag (561) 434-7555 TAS 106 -95 Roof Tile Uplift Test Report Test Date April 1, 2002 Project Address 138 NE 92 St. Miami Shores, FL Contractor Busta Roofing Permit Number BP2002 -487 Roof Pitch Tile Installation Date 3% :12 3/28102 Attachment Method Polyfoam Tile Type 9" Flat All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and TAS 106 -95. Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed %Passed Field & Ridge 25 25 100% Corner 10 10 100% Perimeter 10 10 100% TEST RESULTS: PASSED See Attached Sketch for Further Details Al Maccagli, RRC #116 Dade County Certified Testing Agency # 99- 0615.04 3281 Lake Worth RoadO Suite EC! Lake WorthOFlorida 33461 Roof Consulting & Testing El Visual Surveys & Evaluations ORoof System Design O Moisture Surveys - • yve s . 979/40p , FL. 50 J3P a- 87 � 124C09/61 : 1" rr t • UNIT UNDER TEST: Mfr SIN: Cust S /N: PROCEDURE NAME CALIBRATED BY: P.O. NUMBER: SUBMITTED BY: CHATILLON B39539 B39539 SYN 141 Samuel Lago VERBAL DFIS100 DIGITAL FORCE GAUGE ROOF REPORTERS 3281 LAKE WORTH ROAD LAKE WORTH FL CERTIFICATE NUMBER: 39382:1015842299 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 11 Mar2002 11 Mar2003 72.0 °F +/- 1 DEG 40 % +/_ 5% Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (KIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques.This calibration complies with ISO Guide 17025 and ANSI/NCSL Z540 -1 -1994. Calibration procedures used provide measurement uncertainty ratios of less than or equal to 4:1 of the specification of the unit under test, with a coverage factor of k =2 at a confidence level of 95 %, unless otherwise noted This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. 'Standards Used Trace No 999002 Signed: Description AMETEK WG -23 WEIGHT SET Calibration Tec n Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.3462430 REPORT OF CALIBRATION for SERIAL NUMBER: B39539 PRINTED ON: 11 Mar 2002 Signed: CAL DATE CAL DUE DATE 6 Jun 2001 6 Jun 2003 Synergy Labs assigned ASSET NUMBER: 39382 Page ( of J Date (o/ 1 0 Job Address 7'45 q 1 s'+ V-. Tax Folio Ft Ii1 i JPWi'LeS, Fz— Legal Description R— ROOF Historically Designated: Yes No Owner/Lessee / Tenant SHORES FCAZI EPPTT C0N430, /44IbC. INC. Owner's Address '7 45 OE q 14`+ J h lei N' 4 F Phone (3 c 757 - 2602 Contracting Co. H ORAti `/ Rod F Y WORK DESCRIPTION REAL'et" ROOF d �� j cc\ \ SZ Square Ft. FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE (0 . 1 Date NJrtary as to owner and/ My Commissi4 f i ° N e' CLAIM 'j VILLA• \t NOTARY f FU SLIC AT:10F FLO,1111A COl 'AMISMO N NO. CCi 13103 rJ,Y f9t� s t -`�Jf1',_;JIAF� 10D2 RADON No My Address Qualifier ie N ■ S l ■ y.. SS# ' ' Phone State # Municipal # Competency # Ins. Co. ( ,cam AFchitect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFIN cJ PAVING FENCE SIGN C.C.F. / • .2 0 NOTARY Master Permit # 1 0903,v Ft- JRJ-, /V. /li✓li i, rZ \ \ �► e c. e J Estimated Cost (value) `r/ 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 pennit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the as to Contractor ommission Expire . C itM al,/11:Zi 14 VP-143 :1RY f ?'6K'1 0! pi) ri9A COMMIS.70N NO. CCC.TIOT MY COMM ST2N EXP. MAR.1 165" — BOND - .)01./ 331(0 1 cam- / ®� 42_ o Date APPROVED: TOTAL DUE Zoning Building A 'i PC g 1 Electrical Mechanical Plumbing Structural Engineer Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ❑ (Low Slope AAplicatio ❑ (Asphalt/Fiberg ass Shingles) ❑ New Roof Re- roofin Pst)-°,- Job Address: / q,S A),e_ 9) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft S / J Sloped Roof Area (ft Total (ft2) S / Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Deck type: ATTACHMENT Fastener Type: [ / ( > SPACING Field: f Perimeter: c Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r r r r ROOF PLAN 123.01 -78 4199 Page -1 5104 APPENDIX "F" APPENDIX "F "REQUIRED D OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, o provide the owner with this appendix and to explain to the owner the content of the following items provisions of Chapter 34 of the South Florida t id (SFBC) gover Additi th e minimum um tms thous equir should and standards of the industry for roofing system be addressed as part of the agreement between the owner and the contractor. The • the owner been explained. s initial in the adjacent box indicates that the item has purpose of provisions of Chapter 34 are for the purp ,-----11. Aesthetics - Workmanship: The workmanship p providing that roo provisions. Aesthetic fing g Y system meets the wind resistance and water intrusion performance standards. Aesthetics pea a ) issues are not a consideration not part are a zoning code, should be addressed as is (appearance) issues such as color or architectural appearance, tha part of the agreement between the owner and the contractor. wood roof deck may have to be rovisions of Chapter 29 of the SFBC. (The roof deck is usually ""--.2. Renailing Wood Decks: When replacing roofing, the existing re lean i din accordance with the current p concealed prior to removing the existing roof system) ve no visible delineation behveen fing Common Roofs: Common roofs are those which a f mooing work o , the per 0 neighboring ighbong units i.e. townhouses, condominiums, etc.). liaben� din � o ith common roo d. coontractor and/or owner should notify the occupants of add ere the underside of the roof decking 4. Exposed ceilings: Exposed, open beam ceilings are wh con be viewed from below. The owner may wish to maintain the a rchp i table a SFBC proh refo e, r nail penetrations of the underside of the decking may not be a option of maintaining this appearance. g not drain well and f low-lying areas of the roof. Ponding can be anindication om 5 ponding Water: The current roof system and /or deck of the buildin may may cause water to pond (accumulate) in to g system. structural distress and may require the review of a pro cstem. ponding conditions may not be evident l structural engineer. Ponding the life expectancy and performance of the new roofing Y it the on inal roofing system is removed. Ponding conditions should be corrected. unt g 6. Overflow Scuppers (wall outlets): It is required that cao��e t roof ext so ons block this amay roof is not overloaded faded from a build up of water. Perimeter /edge walls or ers (wall outlets) are not provided. It may be necessary to install overflow discharge if overflow scu pp scuppers in accordance with Chapter 23 of the SFBC. gh the entilation: Most roof structures should have some ability to vent natural airflow throu 7. V The existing amount of attic ventilation shall not in tier of the structural assembly (the building itself). be beneficial to consider additional venting which can result in extending the service be reduced. It m a y life of the roof. Ow /sera Agent's Signature Signature Date 6 /2 - O � Contractor's Signature I -Jul Johns Manville f Four Ply Mineral Surfaced Fiber Glass Built-tip Roof. For use over wood or other nailable decks on inclines of 1" to 6" per foot (20.8 to 500 mm /m). For Regions 1, 2 and 3 Materials per 100 sq. h. (9.3 nr=) of Roof Area Sheathing Paper. Wood board decks only Felts: 1 layer GlasBase, GlasBase Plus, PermaPly 28 or Ventsulation Felt GlasPly Premier or GlasPly IV 1 ply GlasKap, Mineral Surfaced Cap Sheet 2 plies Asphalt (Interply): Trumbull or other JM Approved Asphalt 1 ply Incline per foot Asphalt Up to 1" (25 mm) 170 °F, Type II, Flat 69 lbs. (31 k Nominal keg) 1" to 3" (25 to 76 mm( 190 °F, Type III, Steep g) 3" to 6" (76 to 152 mm) 220 °F, Type IV, Special Steep 69 lbs. (31 kg) O to 6" (0 to 152 mm) PermaMop 69 lbs. (31 kg) Approximate installed weight: 175 - 260 lbs. (79 - 118 kg). General This specification is for use over any type of approved structural deck (without insulation) which can receive and adequately retain nails or other types of mechanical fasteners that may be recommended by the deck manufacturer. Examples of such decks are wood and plywood. This specification is not for use directly over lightweight, insulating concrete decks. Design and installation of the deck and /or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and are not eligible to receive a JM Roofing Systems Guarantee. Note: All general instructions contained in the current JM Commercial/ Industrial Roofing Systems Manual should be considered part of this specification. Flashings Flashing details can be found in the "Bituminous Fleshings" section of the JM Commercial /Industrial Roofing Systems Manual. Application Over wood board decks, one ply of sheathing paper must be used under the base felt and on top of the wood board deck. Note: On roof decks with slopes up to 1" per foot (83.3 mm /m), the roofing felts may be installed either perpendicular or parallel to the roof incline. On slopes over I" per foot (83.3 mm/m), refer to Paragraph 6.11 of this section for special requirements. Using GlasBase, GlasBase Plus, PermaPly 28 or Ventsulation, start with a 12" (305 mm) width (a specific base sheet may be a condition of Guarantee). The following base sheet courses are to be applied full width, lapping the preceding felt 2" (51 mm) on the side laps and 4' 1102 mm) on the end laps. Nail the side laps T (229 mm) o.c. Down the longitudinal center of each felt, place two rows of nails spaced approx- imately 1 1 1 2 7 9 mm) apart, with the nails staggered on approximately 18'1457 mml centers. Use nails or fasteners appropriate to the type of rteck with 1'125 mm) minimum rhametEr caps.•For,acditiorala r Built -Up Roofing Specifications Specification 4GNC 2' Lap Nailable Oeck Sheathing Paper (It P.egwreo) Glasaase. GlasBase P PerrraPly 25 or ventsulanon r information, refer to the Fastener Data in the "Roof Deck" section of the current JM Commercial /Industrial Roofing Systems Manual. Using GlasPly Premier or GlasPly IV, apply a piece 18" (457 mm) wide, then over that, a full width piece. The following felts are to be applied full width overlapping the preceding felts by IT (483 mm) so that at least 2 plies of felt cover the base felt/substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot asphalt (within 1-25 °F ( -14 °C) of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square (1.1 kg.m over the entire surface. Surfacing Prior to application of GlasKap, cut the cap sheet into handleable lengths (12' - 18' (3.66 m - 5.50 m)). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20 °F (11 °C) above the EVT, at a nominal rate of 23 lbs. per square (1.1 kg /m'). (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt. On subsequent courses, the cap sheet is positioned upside down, directly over the sheet in the preceding course such that the side lap area of the preceding sheet is exposed. Care should be taken to maintain 2" (51 mm) side laps and 6" (152 mm) end laps. Asphalt is applied in the same manner as before, making sure to also cover the 2' (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot asphalt. The cap sheet must be firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Asphalt Asphalt should meet the requirements of ASTM D 312. JM Guarantees require the use of Trumbull asphalt or another JM Approved Asphalt. The Contractor must provide an Asphalt Confirmation Number (ACN) on projects which require a JM Guarantee. The ACN will indicate that the asphalt was registered with the approved asphalt source. Check with a JM Technical Services Specialist for special asphalt requirements in hot climates. For an identical copy of this specification, ask for RS -2049. • ) nnl� DADE MIAMI -DADS COUNTY, FLORIDA M11:TRO•DADES FLAGLER BUILDING !WILDING CODE. COMPLIANCE OFFICE \IETRO•D: \DE: FLAGLER BU'ILDIN'G 14(1 WEST FLAGLER STREET. SUITE: 1603 AIIAM11, FLORIDA 33130.1563 (305) 375.2901 FAX (305)375-' -908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.255S CONTRACTOR ENFORCE\IENT SECTION (305) 3 75 -2966 FAX (305) 375 -' Your application for Product Approval of: ON PRODUCT CON'TRO1• DIVISION Built -Up Roofing Membranes (LWC)) (305) 375 - 3903 FAX (305) 372 - 6339 under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Type of Construction, and completely described herein, has been recommended for acceptance ' B � County Building Code Compliance Office (BCCO) under the conditions specified her b} the Miami -Dade This approval shall not be valid after the expiration date stated below. BCCO reserves the. product or material at anytime from a jobsite or manufacturer's plant for quality ontr the right to secure this If this product or material fails to perform in the approved manner, BCCO may of tes the use of such product or material immediate( } evoke, modify, or suspend determined BCCO that this product or material fails to BCCO the requirements revoke this approval, if it is Code. q uiren s of the South Florida Building The expense of such testing will be incurred by the manufacturer. Acceptance No. :99- 0805.01 (Revises No.: 99- 0427.11) Expires:08 /27/2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE Johns Manville 717 17th Street Denver Raul Rodri` uez THIS IS THE COVERSHEET, SEE ADDITION Chief Product Control Division AL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved and Product Review Committee to be used in Dade County, Florida under the co ned by the Building Code conditions set forth above. Approved: 09 /17/1999 Internet mail urlrlrr.c• CO 80202 1 of28 •rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office JOHNS MANVILLE Cateaory: Membrane Roofing System Sub- Cateryorv: Built -up Roofing Tvoe. Conventional Sub -Tv�oe Fiberglass Insulation Tv es: Fibrous glass Perl i to Wood Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Lightweight Concrete -82.5 psf Maximum Fire Classification Material Classification Lightweight Concrete See General Limitation #I Page 2 of 28 Product Control No.: 99- 0805.1)1 PRODUCT CONTROL NOTICE OF ACCEPTANCE - ROOFI(NG SYSTEM APPROVAL. At)n) !leant: Johns Manville P.O. Box 5108 Product Control No.: Denver, CO. 80217 �� -0 40 Approval Date: 09/17/1999 Expiration Date: 08/27/2001 Frank ZuloacaRR JOHNS iNIArNVILLF Product Bestile Flashing Cement CD -10 Dyna Clad DynaFlex E'NRG'Y2 Expand -O -Flash Expand -O -Guard FP- 10 Vents Product Control No.: 99- 0805.01 TRADE NAMES OF PRODLiCTS MANUFACTURED OR LABELED 131' APPLICANT Dimensions Various 39 -3/8" x 33' 6" 25' long Various Various Various 10" deck flange, base diameter of 4" and a height of 6 ". Test S ►ecification Product - Description ASTM D 4586 A trowel grade, cutback bitumen flashing grade cement mixture including inorganic fibers and mineral stabilizers. PA 1 14 insulation fastener for concrete decks. N/A A foil surfaced fiberglass reinforced elastomeric modified bitumen membrane for use as a cap or flashing sheet. ASTiN1 D 5147 SBS modified bitumen composite flashing with fiber glass scrim and two -ply polyester reinforcement, for use in conventional and modified bitumen built -up roofing assemblies for base flashings. ASTM C 1289 Rigid polyisocyanurate roof insulation for use in conventional built -up and other roof systems. N/A N/A Page 3 of 28 Expansion joint covers manufactured from non - reinforced, form- supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Available in various standard configurations and may be custom manufactured to specific dimensions. Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Available in various standard configurations and may be custom manufactured to specific dimensions. N/A One-way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture vapor trappe 4.1 Frank Zuloaga, RRC JOHNS MANVILLE FesCant Plus Cant Various PA 110 Factory pre - fabricated cant strips and tape Strips, and Taper Strips, manufactured from expanded perlite insulation. Fesco Board Various ASTM C 728 Ri_, id perlite roof insulation board for roofing systems Ilat or tapered. Fesco Foam Fiber Glass Roof Insulation Flex -I -Drain GlasBase Product GlasBase Plus Test Product Dime nsions Slicer 'fc;ttion Description Various PA 110 Rigid polyisocyanuratc roof insulation with perlite board facing bonded to one side for use in conventional built -up and other roofing. various GlasPly IV 36" x 200' PA 110 Fiberglas roof insulation. Pr Control No.: 99_0S05.0 I Various sizes BOCA 76 -61 Two piece flexible drain system composed from 3" to 6" SBCCI 89204 of a Noryl deck flange, a flexible neoprene UBC 3236 bellows and no hub connection. Available in various sizes and styles for most retro -fit applications. 36" x 108'; roll ASTM D 4601 Type II asphalt impregnated and coated weight: 84 lbs. glass fiber base sheet for use in conventional and modified bitumen built -up roofing. 36" x 108'; roll ASTM D 4601 Type II asphalt impregnated and coated weight: 84 lbs. glass fiber base sheet for use in conventional and modified bitumen built -up roofing. GlasFast Various lengths PA 114 Insulation fastener and plate assembly for Plate /UltraFast Screw fiberglass insulation only (steel and wood decks). GlasKap 36" x 36'; Roll ASTM D 3909 Asphalt impreiznated and coated felt weight: 72 lbs. surfaced with mineral granules used as the top ply in conventional built -up roof membranes. ASTM D 4601 Type IV asphalt impregnated glass felt for Type IV use in conventional and modified bitumen built -up rooting.. Frank Zuloata, RRC Roof Ine Pmrinct JOHNS MANVILLE Prod duct Test Product Dimensions Specification Ucscrit►tion GlasPly Premier 36" x iS0' GlasTite Flexible 25' lone industrial Roof Cement NTB I H and 21-1 PcrmaPly No. 28 N/A MBR Utility Cement N/A Product Control No.: 99- 0505.01 ASTM D 217S Type VI asphalt impregnated glass felt for Type VI use in conventional and modified bitumen built -up roofing. ASTM D 1668 Asphalt composite flashing with fiberglass scrim and two -ply polyester reinforcement, for use in conventional built -up roof in, assemblies for base (lashings. ASTM D 45S6 General purpose medium trowel grade, Type!! cement cutback asphalt mastic reinforced with nonasbestos fibers and mineral stabilizers. Lightweight Concrete various PA 114 G -90 (LWC) CR Base galvanized double spreading leg fastener for securing base sheets to Fastener lightweight insulating concrete and some poured gypsum decks. MBR Flashing N/A Proprietary Activator component for use with MBR Cement Activator Flashing Cement Base MBR Flashing N/A Proprietary A two - component elastomeric, cold Cement Base application adhesive, consisting of a modified proprietary compound with an asphalt base. ASTM D 4586 General purpose trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. various PA 114 A glass - filled nylon, double internal hex drive head, buttress thread, 3 /.." (19 mm) diameter fastener for sccurine roof insulation to gypsum and structural wood fiber decks. 36" x 108'; roll ASTM D 4601 Type iI asphalt impregnated and coatcd .vcight: 72 lbs. glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Page 5 of 28 Frank Zuloaga, RRC Pyrox ACFoam 11 Ccicorc Concrcccl JOHNS MANVILLE Product Presto Lok Fascia and Flashing System Ultra Fast UltraGrip Ventsulation Felt %" Retro -Fit Board Product Various lengths Various lengths 36 "x36' ASTM D 4897 Heavy duty fiber glass base sheet Type 11 impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Various PA 110 A high-density � y perlite roof insulation for use in conventional and modified built -up roofing systems. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Tes t Dimensions Specification various various Dimensions Various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 PA 110 Test ti )ecification PA 114 PA 114 'Page "6 0128 A multi -piece fascia and flashing system for built -up and modified bitumen roofing systems manufactured from aluminum or steel. Extender plates available for wide fascia applications. This assembly meets the criteria of FMRC 1 -49 for wind resistance perimeter flashin.,. Insulation fastener assembly (steel decks only). PA 114 Insulation fastener assembly (steel decks only). Product Description Cellular insulating concrete system Cellular insulating concrete system. Frank Zuloaga, RRC , . Product Control No.: 99 - 0805.(0I Product Description Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Celcorc, Inc. (with current PCA) Concrcccl Intl (with current PCA) JOHNS i`IANVILLE Product E1astizell Mearlcrete- Dimensions I -Therm Nail -line various Hy-Therm AP various Dekfast Fasteners n14 Dekfast Hex Plate Dekfast Fasteners 415 Dekfast Fasteners "12 TPR FM -30, FM -45, FM -60, FM -90 Fasteners Asphalt Emulsion Asphalt Asphalt Primer 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" Test S weification PA 110 PA 114 PA 114 PA 114 Pt\ 110 PA 121 Asphalt emulsion ASTM D 41 Asphalt Primer Pagc°7 of 28 Product Description Product Control No.: 99-0805.01 Manufacturer Cellular insulating concrete EIastizel1 Corp. (with system. current PCA) Cellular insulating concrete The \•Iearl Corp. (with current PCA) system. PA 110 Polyisocyanurate loam insulation PA 1 10 Polvisocyanurate foam insulation PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. PA 114 Polypropylene locking plate. PA 114 Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Base ply fastening systems for lightweight concrete decks ASTM D 312 Typc III or IV hot asphalt bitumen adhesive ran Zuloaga, RRC Celotcx Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Ind. (with current PCA) Construction Fasteners Inc. (with current PCA) • Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Creative Construction Components (with current PCA) ES Products, Inc. (with current PCA) Gardner (with current PCA) generic icric JOHNS MANVILLE EPS Product various High Density Wood various Fiberboard Oriented Strand Board Perlite /Urethane Composite PcrmaMop Polyethylene Red Rosin Roofing Nails Tin Caps Type X Gypsum Dens -Deck 'fest Product Dimensions �iecifcation Description various various 4 mil min. various Minimum R 12 Min. 32 ga. x 1 ; /8 " various 4'x3' Overlaymcnt Board 4' x 8' Sturdi -Top 12 Roofgrip #I4 Roofgrip various PA 110 Extruded polystyrene generic insulation (with current PCA) PA 110 Wood fiber insulation board generic (with current PCA) PA 110 Oriented strand board PA 110 Perlite / urethane composite board insulation ASTM D 312 Rubbcroid .Asphalt Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Fire rated water resistant type X gypsum sheatine with treated core and facer PA 110 Gypsum board PA 110 Gypsum board PA 110 Wood fiberboard PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastcncr steel. wood or concrete decks i?,gc43 3 Product Control No.: 99- 0805.01 j\lunufacturer generic (with current PCA) generic (with current PCA) Truro b u l l *eneric generic generic generic �cacric Georgia- Pacific (with current PCA) Georgia - Pacific Georgia- Pacific (with current PCA) ITW Buildcx (with current PCA) ITW Buildcx (with currcnt PCA) Frank Zuloaea, RRC Roofing Product Control Examiner Con -Tice Olympic Standard 3" round Olympic Fastener 4'14 JOHNS MANVILLE Product Control No.: 99 0805.01 Test Product Product Dimensions S )ecilicatiog1 Description N - Gripdek Fastener PA 114 Insulation fastener Hexcel Fastener PA 114 Insulation fastener Hcxtra PA 114 Insulation fastener and metal or plastic plate Polymer Gyptcc PA 114 Glass reinforced nylon gypsum deck fastener Premium Metal Plate Standard Plastic Plate Olympic Polypropylene Olympic Fastener #12 3" square 3" round 3.25" round PA 114 3" square galvalume AZ55 stress plate PA 114 Polyolefin plastic plate PA 114 Conctrete deck insulation fastener PA 114 3" round 2alvalume AZ55 steel plate PA 114 Insulation fastener PA (14 Polypropylene plastic plate PA 114 Insulation fastener 'Paget) d'r2 I.rank Zuloaga, R Rnnrn1 P r- ITW [3uildex (with current PCA) . ITW Quildex (with current PCA) ITW Quildex (with current PCA) ITW Quildex (with current PCA) IT\V Quildex (with current PCA) ITW I3uildex (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) JOHNS MANVILLE Test Product Dimensions S►rcciflc•rtion Fiber Glass Roof 6' .x 300' proprietary Tape Fiberglas GlasFast Fastener GlasFast/Striker Multi-Max HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Plate Fixx Fastener Rawl Drive Rawl Fasteners 412 various various 3" square 3" round PA 110 PA 114 PA 114 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 tl f"t';;e'rfii or 7.8 Product Dcscri Glass fiber mat together with reinous binder to reinforce fiber glass roof insulation. Fiber glass roof insulation Insulation fastener assembly with recessed plastic plate Insulation fastener assembly and metal plate for use over concrete decks Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Insulation fastener for steel and wood decks 3" square galvalume AZ» stress plate 3" round polyethylene stress plate Insulation fastening assembly Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Frank Zuloas Ra RC Roof ino • Product Control No.: 99- 11805 Ma nufactureI- Owens- Corning Fiberglas Corp. (with current PCA) Owens -Corn in, Fiber`las Corp. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Owens -Corn in, Fiberglas Corp with current PCA) Rmax, Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (■ith current PCA) SFS /Stadler (with currcnt PCA) The Rawlplug, Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) JOHNS MANVILLE Product Control No.: 99- 0805.0i Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate Insulccl Structodeck Product Test Dimensions Specification 2" round 3" round 3" round various PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 PA 114 PA 114 Product Description Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ_55 steel plate for use with Rawlite fasteners PA 110 Cellular insulating concrete system PA 110 High density wood fiber '�agc i�i . of�h Manufacturer The Rawlplu�z Company Inc. (with current PCA) The Rawlplun Company Inc. (with current PCA) The Rawlplu`z Company Inc. (with current PCA) The Rawlplug, Company Inc. (with current PCA) The Rawlpluz Company Inc. (with current PCA) The Rawlplu�z Company Inc. (with current PCA) W.R. Grace (with current PCA) Wood Fiber Industries (with current PCA) Frank Zuloaga, RRC Rooflne Product Comm! t'• ' n i,'r 1 JOHNS III:\NVILLE Test AQcncv /Identifier Name Report Date Factory Mutual Research J.I. # 2ON2A2.AM Class 1 F ire; I -90 Windstorm Corporation 03 : 0 3.S9 . Classification J.I. # 0T6A5.A;i Class 1 Fire: 1 -90 Windstorm 09.10.90 Classification J.1. # 3000949 Exterior Research & 4361-02.04-1 Design, Inc. 10390A.1097! 1 0390A.12.97-1 Underwriters R 10167(N) Laboratories, Inc. Dynatcch Engineering, Inc. Independent Roof Testing & Consultants of South Florida J.I. m 3001=135 J.I. g 300I6299 J.I. 3D4A4.AV1 FMRC 1999 4 360.03.95 -1 4 360.03.95 -2 4361.5.95 -1 1 RT 99001 MT 99002 I RT 99003 IRT 99005 IRT 99013 EVIDENCE SUI3h1ITTEI) Page 12 oT28 FM Approval Report FN.! Approval Report FM Approval Report FM Approval Report Current Insulation Fasteninu. Requirements \Vind Uplift Wind Uplift Wind Uplift Fire Classification -- see current directory Wind Uplift Classification \Vind Uplift Classification \Vind Uplift Classification Uplift Resistance PA 114 Uplift Resistance PA 114 Frank Zuloaga, RRC Product Control No.: 99_0805.01 06.05,95 08.11.9S 09.10.95 09.25.98 01.01.99 04.97 10.97 12.97 01.01.95 3.95 3.95 5.95 1.20.99 2.10.99 ,IOIINS M1IANVILLE Product Control No.: 99- 0805.01 Membrane Type: BUR Deck Type 4: Lichtwei`cht Concrete, New Construction Deck Description: Cellular or Aggregate.Lightweight Concrete (250 psi Min.) System Ty-pc E: Base sheet mechanically fastened. Deck : 1 8 -22 ga steel deck shall be secured 6" o.c. to structural supports spaced a maximum of 5 ft on centers with 5/8" puddle welds. All General and System Limitations apply. Base Sheet: Fastenin,: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximwn Slope: One ply of PermaPly 28, DynaBase, GlasBase, Glasply Premier or Ventsulation fastened to the deck as described below: Fasten base sheet with JM LWC CR Base Fasteners, Olympic CR Base Ply Fasteners or ES Base Sheet Fasteners at a 4" side lap 9" o.c. and 12" o.c. in two staggered rows in the center of the sheet. Two, three or four plies of JM GIasPIy IV or GlasPly Premier adhered in a full mopping of hot asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of JM GlasKap adhered in a full mopping; of hot 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. 2 -3 gallons /sq. TopGard A or B emulsion or 2 gallons /sq. aluminum coating. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat and gravel /slag with an application rate of 60 lbs. /sq. & 400 lbs. /sq., respectively. - 52.5psf( See General Limitation #7) Sec General Limitation #I. See General Limitation #I. Page 17 of 28 Frank Zuloaga, RRC JOHNS 1\1:VNVILLE Product Control No.: 99- 0805.011 LIGHTWEIGHT I,N'SULATINC CONCRETE SYSTEM LIMITATIONS: I If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening dcsio,n shall be in compliance with Miami -Dade County Protocol TAS IO and Miami -Dade County Roofing Application Standard RAS I 17. P.4ge ?6.of.2. Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 99-0805.0( GENERAL LIiMITATIONS I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for tire ratings of this product. 2 Insulation may be installed in multiple layers. The first layer shall he 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 S" 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 even 12' in each ribbon to allow cross ventilation. Asphalt application of 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 Ibf., as tested in compliance with TAS 105. if the fastener value, as field- tested, are below 275 Ibf. 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 scaled by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Miami-Dade County Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 1 17. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas. as calculated in compliance with Chapter 23 of the South Florida Building Codc. Fastener densities shall be increase for both insulation and base sheet as calculated in compliance with Miami -Dade County Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 3 • All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard RAS I 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Codc. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corncrs). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Frank Zuloaga, RRC ROOfintt Product Control Examlair JOHNS MANVILLE Product Control No.: 99- 0805.01 Johns Manville ACCEPTANCE NO: 99- 0805.01 P.O. Box 5108 AP!'ROVED 09/17/199 < ) Denver, CO. 80217 EXPIRES 08/27/2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, en documents, are no older than eight (S) years. PP engineering Any and all approved products shall be permanently labeled with the manufacturer's mane, city, state, and the following statement: ",Miami -Dade Comity Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 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) lithe 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 sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 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 fee) and granted by this office. 5 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. 6 The Notice of Acceptance number preceded by the words Miarni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f 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 manufacturer 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 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 28. END OF THIS ACCEPTANCE d',a ..21 sofa? Frank Zuloaga, RRC Roofing Product Control Examiner 200 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued JOHNS MANVILLE INTERNATIONAL INC R10167 (N) MOUNTAIN TECHNICAL CENTER PO BOX 625005, LITTLETON CO 80162 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens- Deck"" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. Polystyrene insulation must be placed beneath the gypsum board and "Dens- Deck^ ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Unless otherwise specified, min insulation thicknesses shall be JM "Fesco" 3/4 in., "UltraGard" 1.3 in., "E'NRG'Y -2" 1.4 in., "Fesco- Foam" 1.5 in. min, "Fesco- Foam" 1.5 in. min placed foam side down over min 3/4 in. thick "Fesco", mechanically fastened to the deck, is a suitable alternate for 1.5 in. min "Fesco- Foam ". Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. "GlasBase Plus" is a suitable alternate to "GlasBase" or "DynaBase ". "Fiber Glass Roof Insulation" may be used in any noncombustible deck roofing systems. Fiberglas Canada "Base Cap Roof Insulation" may be used as an alternate to "Fiber Glass Roof Insulation ". Vapor barriers or ply sheets are optional beneath roof insulation on all systems. Taped joints are optional with "Fiber Glass Roof Insulation ". "PermaMop" modified asphalt is an acceptable alternate to hot roofing asphalt in the asphalt felt Built -Up roofing systems. Red rosin paper must be used over combustible decks when "GlasPly IV" or "GlasPly Premier" are nailed as base sheets in asphalt membrane systems. "PermaPly No. 28" or "Dibiglass Base Sheet" are suitable alternates to "GlasBase" fiber glass base sheet. The Class A and B roof coverings are suitable for installation over min 3/4 in. thick "Fesco" or "Fiber Glass Roof Insulation ". Min 3/4 in. thick wood fiber roof insulation is suitable any for assemblies over noncombustible decks unless otherwise specified. "GlasTite Flexible" is a suitable alternate for "DynaBase ", "GlasBase" or "PermaPly 28 ". Class A 1. Deck: C -3/4 Incline: 3 Insulation (Optional): Any thickness, one or more layers JM "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRG'Y -2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet: Two plies Type 15 plain or perforated asphalt saturated organic felt, nailed. Two plies Type 15 perforated asphalt saturated felt, hot mopped. Surfacing: Gravel, stone or slag and hot roofing asphalt. 2. Deck: C -15/32 Incline: 1 Insulation (Optional): Any thickness, one or more layers JM "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRGY -2" or any UL Classified potyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet: One ply Type G1 "GlasPly IV" or "GlasPly Premier", or Type G2 "Glas- Base " or "Ventsulaton ", or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: Two or more plies Type G1 "GlasPly IV ", "GlasPly Premier", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt. 3. Deck: C -3/4 Incline: 3 Insulation (Optional): Any thickness, one or more layers JM "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRGY -2" or any UL Classified potyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet: Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: Two or more plies Type G1 "GlasPly IV ", "GlasPly Premier", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt. 4. Deck: C -3/4 Incline: 3 Insulation (Optional): Any thickness, one or more layers JM "Fesco ", "Fesco- Foam", "Fiber Glass Roof Insulation" "UltraGard ", "E'NRG'Y-2" or any UL Classified potyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit' cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: Three or more plies Type G1 "GlasPly IV ", "GlasPly Premier", nailed or hot mopped. 3i ier'Grave:, tzustsa@'ararre 67.- aetrhtY rrardling ra•,Tthst.. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued 9. Deck: NC Incline: 1-1;2 Insu lion (Optional): Any thickness, one or more lavers • "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard : any UL Classified polyisocyanurate insulation, hot mopped or m.,. fastened in combination (optional) with 1/2 in. "Retro -Fit" c :gip; or 3/4 in. "Fesco" over polystyrene. Base Sheet: Type G2 "PermaPly 28 ", "GlasBase" or "Ventsuiati;,- "DynaBase" (modified bitumen), nailed or hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. 6. Deck: NC Incline: 1 -1/2 Insulation (Optional): Any thickness, one or more layers JM "F "Fesco-Foam", "Fiber Glass Roof Insulation ", "UltraGard ", "E "NRGY•. any UL Classified potyisocyanurate insulation, hot mopped or mechani fastened in combination (optional) with 1/2 in. "Retro -Fit" cove: b, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: Two or more plies Type G1 "GlasPly IV ", "GlasPly Prerr nailed or hot mopped. Surfacing: Type G3 "GlasKap ". 7. Deck: C -15/32 Incline: 1 Insulation (Optional): Any thickness, one or more layers JM ' e , "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRGv. any UL Classified polyisocyanurate insulation, -in combination (opa- with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" over polyst ;- Base Sheet: One ply Type G1 "GlasPly Premier" or "GlasPly IV ", or r �, "PermaPly 28 ", "GlasBase" or "Ventsulation ", or "DynaBase" (SBS ma: bitumen), hot mopped. Pty Sheet: One or more plies Type G1 "GlasPly Premier", "GlasPly I1'" mopped. Surfacing: Type G3 "GlasKap ", hot mopped. 8. Deck: C -15/32 Incline: 1 Insulation: Any thickness, one or more layers JM "Fesco ", "Fesco, "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRG'Y -2" or any UL Class. potyisocyanurate insulation. One layer of 1/2 in. "Retro -Fit Board' be placed on top of the above insulations but is not acceptable by it: Base Sheet: "PermaPly 28 ", "GlasBase ", "Ventsulation ", na "D Ba Y "GlasPly IV "GlasPly Premier", nailed. Ply Sheet: "DynaPly" or "DynaBase ", hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. 9. Deck: C -15/32 Incline: 1 Base Sheet: "PermaPly 28 ", "GlasBase ", "Ventsulation" or "DynaBa nailed. Ply Sheet "DynaPly" or "DynaBase ", hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. 10. Deck: C -15/32 Incline: 3 Base Sheet: "PermaPly 28" or "GlasBase ", nailed or adhered with roofing asphalt. Ply Sheet: Two or more plies "PermaPly 28 ", "GlasBase ", "GlasPly "GlasPly Premier". Surfacing: Gravel or slag. 11. Deck: C -15/32 Incline: 2 Base Sheet: "PermaPly 28" or "GlasBase ", nailed or adhered with roofing asphalt. Insulation: Any thickness, one or more layers JM "Fesco" (must be 1 min at 1 in. incline), "Fesco- Foam ", "Fiber Glass Roof Insulatic "UltraGard ", "E'NRGY -2" or any UL Classified polyisocyanurate, hot mop or mechanically fastened, in combination (optional) with 1/2 "Retro -Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: Two or more plies Type G1 "GlasPly IV ", "GlasPly Premier Surfacing: Type G3 "GlasKap ". 12. Deck: NC Incline: 2 Base Sheet: "PermaPly 28" or "GlasBase ", nailed or adhered with roofing asphalt. Insulation (Optional): Any thickness, one or more layers JM "Fesc "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRGY -2' any UL Classified potyisocyanurate, hot mopped or mechanically faster in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/ "Fesco" over polystyrene. Ply Sheet: Two or more plies Type•G1 "GlasPly IV ", "GlasPly Premier Surfacing: Type G3 "GlasKap" Class 8 1. Deck: NC Incline: 3 Insulation (Optional): Any thickness, one or more layers JM "Fesc "Fesco- Foam ", "Fiber Glass Roof Insulation ", "UltraGard ", "E'NRGY-2" any UL Classified potyisocyanurate insulation, hot mopped or mechanic. fastened in combination (optional) with 1/2 in. "Retro -Fit" cover boa or 3/4 in. "Fesco" over polystyrene. Base Sheet: Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation "DynaBase" (modified bitumen), nailed. Ply Sheet: One or more plies "GlasPly IV ", "GlasPly Premier", hot mope Surfacing: Type G3 "GlasKap ", hot mopped. 2. Deck: NC Incline: 3 . aistiital't+orr arn11 j:'°Arty Vi dKness, vne xn -more PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date` 7- Job Addressj/c/ 6 9 / S 1 4 Legal Description Owner / Lessee / Tenants o,(I.S 7/4' - 54 ! OVALI Owner's Address 74-/r Aie 9 l Phone Contracting Co. ado Address 819c (vY St' �ir4 Qualifier e T ! Gi;Idrie 5 / ` Y 4 S Phone 5 Z 4PC // State #ft OQunicipal # Competency # Ins .Co, s,SvdC nte: CD. JA`44144 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 'OOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost(value) /c9 4 ° ` 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR 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 be done in compliance with all applicable laws regulating cons authorize the above -named contractor to do the work state Signature of o and /or Condofesident Signature of Date: Y -`? - 4 FL DI L- 6- /aCO -DSo - ci Date: Notary as to Owner and/or Condo Presid t '/_ `/ MY � n i tE EFI 1 �3A LEk4 e , L . i i rent iL iY COt'3ISSIOi1 EXP. SEPT.5, 4 CD BONDED THRU GENERAL INS. UND. ** * * * * * * FEES: PERMIT 1 RADON C.C.F. APPROVED: Fire Zoning Buildin Mechanical Tax Folio //- J' 2 4' 77'' 0000 Master Permit # op ate and that all work will nd •ning. Furthermore, I uilder �ractor or tor or Owner -Bui der ; , g as, 0 Co - om ml s l s � C i / RI F 4 7 t eE-�� ( I- D V59) MY C �IdN ERP. PT.5,19 4 BONDED THRU GENERAL INS. UND. * * * * * * * * * * NOTARY TOTAL DUE 3 0 Other Electrical Plumbing Engineering Date 47 17 Job Address 7..z. 3 Ai& ' / S C- Tax Folio //- 3Z0 - V c / 00 D -7 Legal Description Owner / Lessee / Tenant�401e S� Z� 154S . L. D Master Permit # ?, 8O Owner's Address 7 k.r/vL q/ STI Phone Contracting Co.�/1Q4' /J 1U hc, t f /,� 4',44 y�4 �AddressW7011./ 77 Qua lifier�l7 6 a/1 �' SS#7. ( Phone .-7L O d // State # Municipal # Competency # Ins .Co,4. _cey -c? I c_ irIgZ c- Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING PENCE SIGN WORK DESCRIPTION p 4 i /re, 6;54.4 l ye !tJ '¢ot 6,.v,°/,,4 Square Ft. Estimated Cost(value) 7S 2 'O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Date: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE FEES: PERMIT 14 RADON May and /or Co President � D �- k D8'b 1 ? Notary as to Owner and /o Condo Preside t M C IvO� � �f � APEi�les'LO * l_E�Q,J c. � . /� i ret��'�( MY COMMISSION EXP. SEPT.5,19 6Ot�D D THRU c : •.1l ** * * * * * * * * Zoning Mechanical Fire N C.C.F. 4 / 10 NOTARY Building Signaturp of Contractor or Owner - wilder Date: 7.9y1 Notary as to Contractor or Owner- Builder My Lrfi) ` ' ONDED THRU GEt AL INS. UND. Q.{, - * ** TOTAL DUE 1•11'6 � Plumbing Engineering_ Other Electrical STATE OF FLORIDA, COUNTY OF DADE. j ss. 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 Addresc���� /d�4. Registered Architect and /or Engineer Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State wor to be done and purpose f building (by floors New Building Remodeling To be constructed of Kind of fo ation Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Disapproved _ ...._.._- _ .� Date.. (Signed) � Z/ � sass Building Inspector Date..._...__. �.. v` ._ _ ..._.__,....... ,19 13-7, . No.. .( ..... . Strad�I ””"1.1- .!,1”,"”M11,11- - CZ (2_ and for no other purpose. Addition Repairs ' No. of Stories �. r Roof verin ,4e4 Amount of Permit S...... :.: plan Cubage 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 Iabor 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 •. a work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ,J.ntract s, on wor be performed lender this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ac owledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No V Date Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires PLAN INC BOARD DATE Chairman Member Mcrnber Member Member sass.. 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 fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ) l R. A Job Address / / 7 /V ,e. '"6( SI Tax Folio Legal Description - Hist 'tally Designated: Yes No Owner/Lessee / Tenant �,vl +� eQ- I (� /J s-� Master Permit # Owners Address 7 ( <p °, cA 12 --. Phone 7.5- 7 Contracting Co. CY1., , QC. c).- Address l b"'S N -e s c- / QC. `J g1 `)— � 'O State # 0 e 006 7 /1 -.)-- Mum # AO 31 by oi Competency # 17(35 o d P 7 I Co. ter 5e-, 1 v-1,, Qr Architect/E> i eer Address Bonding mpany Address Mort or Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ' OOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. /a) f ' / 2 s 9 Estimated Cost (value) po 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT © RADON Signatur /of owner and/or Condo Presiden Date tary as to Owner and/ C ondo Presi My Commission Expires e NO Tig '5V2j6T COMWASION L:'_!i C G ■,IN175510,d EXP. fe ?f.lt: 7;32 o t5 g Signature 3640 _ --._...1. i_ /( - i'%" ontractor or Own -. uilder ,, Date — / o x L� ,- C_ZkOTARY S*AL GS ATM) VILL A.1 No : !as to Contra or � * ' MC STATE OF FLORIDA ate My Commission Expires comMEV.11ON NO. CC714103 vlZi SION EXP. MAR 1,2L112 C.C.F. P (O © NOTARY S BOND APPROVED: AP Zoning Building f ill Electrical Mechanical Plumbing Structural Engineer Contractor's Name: ❑ (Low Slope Application) ❑ (Arbalt(Fioe g.ass Shingles) ROOF CATErTORY ❑ (Nail -On T e) ❑ (Me:al Rooislwood Shingles 3t Shakes) ❑ (Othm-) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair D. Maintenance Flat Roof Area (11 Sloped RDaz Area (�) /Ob - /a0 otai (1e) Ws= Permit No. Exposure category (per AS L"c 7-88): Biding (' ?a category (pet AS C.c 7-88 table Ix Ft Ft. Deck type_ Fastener Field: •t:dudes Mor ar and AdbetiveSct ROOF HEIGHT AND SYSTEM DETAILS (Draw decals as needed) $PAr:r1r; Perimeter. DETAIL 1 Sc 2 Corner: Job Address: 7/ 7 9 ' Page -1 r ?RCC SS No. ROOF PLAN • v a N DETAIL 3. Appenaix. "L' UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM MDESCRIPTION TILE CALCULATIONS. (Pmaxl: X (Aerodynamic Multiplier): ) - ;: = M .: PCA: (Pmax2: x 1. (Aerodynamic Mmdplic) ) - M.: = Ma: PCA: (Pm z 3: x a. (Aerodynamic ) - M.: = M PCA: _ page -2 AT ACHMN?'S 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) AppLicble Detail Drawings 3) Municipal Permit Aoouctien 4) Other Component Apimivals