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ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE L 10050 N. 2nd Avenue • Miami Shores, Florida 33138 . 305- 795 -2204 1 Date 1 I V Id � ob Address 1 15 U ME e it cl - "� t Tax Folio Legal Description j �� Historically Designated: Yes No Owner /Lessee/Tenet {40 W�'-� v`' / / 1 1 i 1 1 r ""-'U � Master Permit # L P ' ° og2' , Owner's Address l I S q' " land 51-1 Phone 305 Contracting Co. a ti Va ( -6r l ROCP i nq Address " ' s I `' E g., 1 Pt d ✓ . Qualifier 1 O.d` ka. tuoJe ✓ Phone 3 , 75 1 -1 - 0/ 6 3/ State # Municipal # Competency # 9313ScrE,s. Co. Leader IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING �( ELECTRICAL PLUMBING MECHANICAL ROOFING) � r WORK DESCRIPTION: d c �` � �� -f'exr roc rep e wJ h a 1 n s LA.l cc+ cL b p Y / SI-1010 � 00 Square Ft. w Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 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 all disciplines. OWNERS AFFID VIT: I certify that all the oregoing information is accurate and that all work will be done in compliance with all applicable laws regul tion and zoning. Furthe. ore, I authorize the ab) e named contractor to do the work stated. Signature of owner and/or Condo President Notary as to Owner and/or Condo '.resi • - My Commission Expires ' Ba Fugazzi Ann Fuya' � 4 My Commission DD083828 a of Expires March 29, 2006 FEES: PERMIT RCk T) RADON APPROVED: Zoning Building Date C.C.F ` e Hllbloz Signature of Contractor or Owner Builder Date Notary as to Contractor or Owner : uil r My Commission Expires 4) Barbara Ann Fugazzl My Commission 0D0133828 a fires March 29, 2008 •--7 BOND-3 a 0 TOTAL DUE_ JO r �� Date Electrical Mechanical Plumbing Structural Engineer Contractor's Name: 1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. cl, i �/Ottl � Job Address: 15 v , L1 r `a „ 'KQ ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles dt Shakes) �J ROOF TYPE ❑ New Roof Cl Re 0 Recovering ❑ Repair ❑ Maintenance {L0 Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flax Roof Area (ft _115S._. I Sloped Roof Area (ft) Total (ft') ` Master Permit No. o Exposure category (per ASCE '7-88): Building Classification category (per ASCE 7-88 table 1): ROOF HEIGHT AND SYSTEM DETAILS Y° M v' red cal sheet l y -Fi ber �l�s IVObc,5 Deck type: I X6 v e. 4 i 1 � � R l r i Shan < r`a ; l Fastener T ''1 ATTACHMENT SPACING Field: \2. Perimeter. DETAIL 1 & 2 *Includes Mortar and Adhesive Set Tile Corner: Page -1 (Draw details as needed) t5-1-ni Li P-1 3cdu drip P r l flt er ` ROOF PLAN r MIAMI - BYO B_VILLAGE - -- - - Mettl Flashi . .. - ' ' r 1 1 ' q ❑ (Mortar-Set Tile) * ❑ (Other) No C9as uC# Ridge Vendetta? P.C.ANECEIGHT Deck typ Underiaymcat[ Insnladou1 Fastener type & spacingl ROOT st,crf !'ij 1k DETAIL 3. Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM' DESCRIPTION Cap Sheet Roof Covering: Drip edge (Pmar1: X 11. (Aerodynamic Multiplier): (Pmat2: X A. (Aerodynamic Multiplier): (Pmcm3: X A. (A Multiplier): TILE CALCULATIONS ) - M; = M PCA: ) - M.: = M PCA: ) - = M PCA: Page -2 ATTACEEMNTS REQUIBEI) 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) applicable Detail Drawings 3) Municipal Permit Aooiicticn 4) Other Component Approvals SECTION 1524 ,HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane 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. t y`� 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 1 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 1 - 1 -- k ) 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. t 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 accord nce with the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte •ior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature C: IOOCCSIE- MmOLOCALS- Biemp\SECTION IS:J.d. 15, 02- 404)( Date Contractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE Tamko Roofing Products, Inc. 220 Wcst Fourth Street Joplin ,MO 64804 The expense of such testing will be incurred by the manufacturer. APPROVED: 08 /23/2001 1 1204500011pc200MtemptateAnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com - , SEP 0 4 2001 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 wI :sT FI.AGLER STREET. SUFFE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 WAX (305) 375 - CONTIL\CTOR ENFORCI:MIE:NT DIVISION (305) 375.2966 FAX (305) 375 -2908 PRODUCE CONTROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: T:unko BUR Roof System over Wood Deck under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0508.01 EXPIRES: 08/23/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEF,T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Ofticc Homepage: http : / /www.buildingcodeonline.com i' ANIKO ROOFING PRODUCTS, INC. Acceptance No:01 -0508.01 • /ROOFING ASSEMBLY APPROVAL Catce.ory: Sub- Catci,orv: Deck Type: Maximum Dcsikn Pressure Fire Classification: Product Awaplan 170 FR Awaplan Premium I• RTM Awaplan PremiumTM Awa flex Awaflcx FR Roofing Built -up Roofing Awaplan I7OTM Roll weight: 98 lbs.; 33' 11 "x39 Awaplan Heat Roll weight: 96 lbs.; WeldingT`' 25' 5" x 39 3 / 8 " Wood -60 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Dimensions Roll weight: 98 lbs.; 33' 1 1 " x 39 3 / Roll weight: 101 lbs.; 33' 1 1" x 39 3 / 8 " 8 Roll weight: 101 lbs.; 33' 1 1 " x 39 Roll weight: 76 lbs; 33' x 39 -3/8" Roll weight: 76 lbs; 33' x 39 -3/8" Test Specification ASTM D 6164 Type 1 ASTM D 6164 Type I ASTM D 6164 Type 11 ASTM D 6164 Type 11 ASTM D 6164 Type 11 ASTM D 5147 ASTM D 5147 Page 2 Approval Date: August 23,7001 Expiration Date: August 23, 2006 Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g /m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced \with granules. Applied by hot asphalt and also used as a walkway material. A 250 g /nit polyester reinforced SI3S modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkwav material. SBS modified cap sheet constructed with a 155gm /m= non- woven polyester mat saturated with asphalt, coated on both sidcs with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap sheet constructed with a 155gm /m= non- woven polyester mat-saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. Frank Zuloaga, RRC • Roofing Product Control Examiner TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0508.01 • Test- Product Product Dimensions Specification Description Awaplan Versa- Roll weight: 100 ASTM D 6164 A 180 ghn= polyester reinforced SLS Smooth lbs. 33' 1 I" x 39 Typc 1 modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. Awaplan Versa -Flex Roll weight: 76 Ibs; ASTM D 6164 A 190 g/m ;nonwoven polyester • 33' 11" x 39 -3/8" Type 11 reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Base -N -Ply® Roll weight: 72 Ibs.; ASTM D 4601 Type II asphalt impregnated and coated 108' x 36" glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Glass- BaseT"M Roll weight: 72 Ibs.; ASTM D 4601 Type 11 asphalt impregnated and coated 97.5' x 39 -3/8" glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Tam -CapT" Roll weight: 83 Ibs.; ASTM D 3909 Asphalt impregnated and coated felt 32' 1 1" x 39 -3/8" surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Tam -Glass Premium Roll weight: 53 lbs.; ASTM D 2178 Typc VI asphalt impregnated glass felt for 161' 9" x 39 -3/8" Type VI use in conventional and modified bitumen built -up roofing. Tam -Ply IVT" Roll weight: 44 Ibs.; ASTM D 2178 Typc IV asphalt impregnated glass felt for 161' 9" x 39 -3/8" Type IV use in conventional and modified bitumen built -up roofing. Type 43 Base Sheet Roll weight: 85 lbs.; ASTM D 2626 An organic felt reinforced asphalt base 72' x 36" sheet. Applied in hot asphalt or mechanically fastened. Vapor- ChanTM Roll weight: 86 lbs.; ASTM D 4897 Heavy duty fiber glass base sheet 32' 11" x 39 -3/8" Typc 11 impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Versa -Base FRT" Roll weight: 60 lbs.; ASTM D 5147 Asphalt impregnated and coated glass 48' 2" x 39 -3/8" fiber base sheet for use in conventional and modified bitumen built -up roofing. Versa- Base" Roll weight: 94 lbs.; ASTM D 6163 Asphalt impregnated and coated glass 48' 2" x 39-3/8" Typc 1 fiber base sheet for use in conventional and modified bitumen built -up roofing. Versa -Cap FRTM Tam -Pro Fibcred Emulsion Tam -Pro Primer Roll weight: 87 Ibs.; ASTM D 5147 A fiberglass reinforced, mineral surfaced, 33' x 39 -3/8" SI3S modified bitumen top membrane. 5 gallon ASTM D 1227, Protective coating. type 11 5 gallon ASTM D 41 Aspha Page 3 Frank Zuloaga, RRC Roofing Product Control Examiner TAMKO ROOFING PRODUCTS, INC. • Product Tam -Pro Fire Rated Aluminum Roof Coating EVIDENCE SUBMITTED: Test At!cncy /Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. Dimensions 5 gallon Test Product Specification Description ASTM D 2824, A flame retardant protective coating that type III forms a highly reflective surface. Name Comparative Rupture Testing Class 1 Fire Class 1 Fire; 1 -90 Windstorm Classification Class I Fire; 1 -90 Windstorm Classification Fire Classification -- see current directory \Vind Uplift Resistance \Vind Uplift Testing \Vind Uplift Testing Wind Uplift Testing Page 4 Acceptance No:01- 0508.01 Report Date J.I.4D0A7.AM 10.21.95 J.I. 0Z4A3.AM 08.27.97 J.I. 1D4A7.AM 10.20.97 J.1.3f35A9.AM 08.27.97 R3225 Published Annually R3225 -1 through 13 02.17.94 4440.05.95 -2 05.01.95 4440.05.95 -1 4444.06.95 -1 05.01.95 06.1 5.98 Frank Zuloaga, RRC Roofing Product Control Examiner TAMKO ROOFING PRODUCTS, INC. APPROVED ASSEMBLIES Deck Type II: Wood, Insulated, New Construction Deck Description: 1 ' /12" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened; one or more layers of insulation adhered with approved asphalt adhesive. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option #I) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets —52.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets —60.0 psf, Sege General Limitation #7.) Insulation Fastener Fastening Fasteners Fastener Laver Type Detail No. Pcr Board Density One or more layers of any of the following insulations: Approved Type(s): AC -Foam II, E'NRG'Y 2, E'NRG'Y 2 Plus, IsoTherm R, E'NRG'Y 2 Composite, ISO 95 +, ISO 95+ Composite, ISO -Roc, UltraGard Gold, AC -Foam Composite, l'vrox, Multi -Max FA Nlinimum: I" x 3' x 4' N/A N/A N/A N/A Approved Typc(s): ConPcrl, GAFTEMP Pcrmalitc, Fcsco Board Minimum: '/_" x 2' x 4' N/A N/A N/A N/A Approved Typc(s): Foamglas Minimum: I" x 2' x 4' N/A N/A N/A N/A Approved Typc(s): High Density Wood Fiberboard, Structodck FS Minimum: 'V:" x 4' x 4' N/A N/A N/A N/A Approved T�pc(s): Fiberglas Minimum: S / x 4' x 4' N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation 'attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top lay ��,� polyisocy% ate side facing down. Page 5 Acceptance No:01- 0508.01 Frank Zuloaga, RRC ' Roofing Product Control Examiner PIHk 05 1 a :7 i 1-1*: t!h►•tLt,V 7AMKO ROO?TNC PRO DUCTS, INC. Dcck Type 1: Deck Description: Systcn, Ty/se 1,;: All Gowns! bind Lase Sitcct: rztstcning l Sltcc: Cap SLec:; S,rrracing ?r Wood. Non- insulatc.d w /.j' or grazier plywood or - wood plonk. decks Dnir Shoot mccl,anic:.11y attached systt:ro Limitations apply_ Acct:ptarcc No Ol- O)O8. One ply or Glass -Snit, Vapor -C :tar or dax- N -: l to t'tc deck: is dC4crllk;d hclow• (OpIrur Ni) Attack bast shcct using 1; gt annular ringshanI Wads and 1 -518 -- d[ +t .ctcr tin caps spaced 9" o c. it::. 4" lap it d 9" c c i:[ two stdgt. crcd roe's to Ill_ cc of the shut (Meets - 52.5 ptf See Cellfrfl ,(,Id,lrtsliQN 47.) (Op(ir u 42) Attach Sate sheet using CF Dekfnst cr A 14 Dckfast t'asteners with Cf lass Plates, SFS cr HO i1 />3:•lliX:: S, or Builder Accutr?tc rarteners and )" Su;l;te Plates spaced 12" e.c. in a a" lap bird !.1" o c. in two staggered rows in the canter of the sheet (Marrs - -60.0 p.tf, Sci Grrrer Limitilhhn M Z •) Two or snort arcs or Tart -Glass Prcmit, n or Ti an f :v IV ply s:tcct adhe'. d iri ft:'t :trofpirth of approved asphalt applied tv :lhin :fie EVT rn,toc a:id e: a '•['= o' _^ c• I /sq (Gnliot Oric ply of Tanti•CrtpO adhcrcd ut u 1,11' ntoppi. g c upprovcd ns�ir1 :Token within the ;VT range and at a ra;c c( 20-40 .bs / q . (Sec's :iika appl?crt :tCa instructions fx aprrO ed .nc:!tod Of inaalhtuo ^) (Rcciu red If no crtp Cr shcei is t!sed: iiisia ! one otthc fol!mr tS • I I `/- b t!i ant filwrc o d a'u?nit um cooing pe: sgtrarc i r)pic.rl AsTsltalt Prodt:cts Aiun'.;t3ritt: 120. n Pro , :Z. A .titnit1. , r Rcor Cc..l.ag). g:'! : Ct1tulsiO4 rOOf Gon;ng per square or zcttlsalt sin "''. a't apPlicat[o': rrte of ?2 -2s ibs /sq. CcntItIr shat: br: op1•110„ ;+oars; :::g :O 111c :ti;t. •u ".C!ttrcrs sewn : :nead.vions regard t sileC ?r'. ap ^liC :.UC•t :.l :Jf :mc t�C. '! :Cr: r' . FFIocd coat w:'h ar. app!tenUC s rate of GO •1,1 /SC,.; n U1 crav:: Or slrt tv['•'' bit: .tpp! c :t:o:' (a'.0 of 401 or )00 !bs %1:1 Sce Ltrpse Sheer rasrcrrirrg Op(i''i show Pagc 17 Frank Zulnaga. RRC Roofing Proouct Control Examiner LIAR Q=om 200: 1 - :57 FR EPADCQ ,.uv �. ... adl:.or t nr,nu 0 TAMKO ROOFING PRODUCTS, INC. 305696JJ t4 I U 303 r7ao`' 15JUZ*ltltl Acceptance No:01- O5U8.01 WOOD DECK SYSTEM LIMITATIONS._ I A s: sheet is required with t'ty d acd Ply ti svi%e : smell :as it mechanicl.1y Fastened Wk.,: or a,, LI1CCt. GEN ERAL LIMITATIONS: Fire eloIsircltion is not part of this accept :trice, rcffr to a ct,rtc.tt Approval hooting Matet:als Directory for lire ratino of this product. 1 :snIntion may he installed it, multiple layers. Tltc first I: ycr shall be : :ratcl u: coluplinnu wit PrOCu:t Control Approval guidelines All other Inyers s1 111 bc fthercd in n ft,l; r,loprinb ofopprwcd lied wi('ltn the EVT ron a nt.d a, n r ate o _0 -4O 1bi Js^ . rr ,nt i c,iliy attac;iItI urir.y r � :asphalt Apra B tae fnster:ttg pattern of ;he to; layer 3 &1t standard pune, stzcs ore acceptable for mcchrt:::cat nttctci +ntcnl. :Viiai ah!.Iicd it: :wor::v:Ai a;p■,nit, panel size shall be 4' x 4' ntlrun.nn 4. An overlay and /or recovery board insuintion panel is required on all appiicatiotiti over closed col foam itisulntions \Olen the base sheet is Fully mopped if no recovery board iS used the be sheet i :tati be applied using spot mopping with arp'ovcd asphalt, 1 dial"e cr circle:. :4' o : or s : - r' mopped II" ribbons :u three rows, one nt each sidelap end ortc doter. tot centur of he s'.icct n &Iottli:1 a continuous Bret of Eno :reling of the strips it rot accertablc A 5' breet: 0111 be every 12' in each ribbon to allow :ross ventila: on. Asphc t nppl of either systeir. se a :! be ..t rai :nt : :m •ale of 12 rbs lso Notc: Spct rittachct) systt slt,:l 'uc :intact: to cc pressure of -4S psf. c F;lstencr spiiter.tg for ins'aian'on attaCltniCtit is bAszd Oil tt �ir;'t.!'1 v.th t , 275 ,bf as :cSted iri Cc i pliattcc will: Testing Application St;t,td,rd - TAS 103. i rum, frtcner aa.' :c:. ; tested• arc below 275 Ibf inst latio•i attachment strut not be liccen;a'al attrcivnt t ,4 t)1SC<! 6. l'astcricr rpncing for aicchnrti al ;t Af anchor/bap; sheet or :nc,t::irnr on a n•inimum fastoncr resiStahce v:.luc i:t conl.,ncttor. avi :It the ot:i %. 'mixt ctz.>t,.;r %aloe •r: suer; .c Sysleill SI'olitd the fastcnc (es;:1; , •CC Jr. is that, th t 'c( :,tr ;1. a5 C� :'_r 111..•ct l:)' Il,c Cic,,ldin5 Official, a revised rnstcrtrr rrcr. rcrl, s,crird .nrl S ire 1.d by n : bur :c!a Rcgsteron r t t `�c suh: •� ;+cci Said -c�•ac- :I I•aStCnrP Engi cer. Architect. or Registered Roe Co Cast: a :t nt�y , , ' �,rtl TAS i0` ••" ;hall utilize the w:thdrswnt resistance value tlkc.i fn- Ycsf:t:5 ��''' :' '� S ca1cuintionS trl con•pl:mice with Rooino App(icat.cn St1:id :r': RAS t ' Perimeter :.Flt comic areas shall ea+itply ■v;tli the CililpiCC" u7,11:t p"csst a •ecvitrei icnis of thes :: areas. Fastener dcnsitie5 sl:a!i bc incrcnsed For bc:Ht , rstrt:,:io:: : nd 'lase st'•ect as cn'.cuk,tcri 1;1 c0 duce with Roofrig Appiicltit.n Stlydard RAS 11 (H1 :cn (l: c liniaal orb i5 spc(iflca:'.v relerrcrl within tttis NOA,Ccnc•nl Lint tI9 will not )c nP Pliculilc.; Ml ;titach:,,c„t and sizin;, of perimeter miters. • profile, avec. has. ,c ,ur. t;'ort dcsie. steal( conform with Roofint; Application S'.andnrd RAS 1 l i :,,d 1;lhirc� •:incl o d requirements 0 T'ta nl.Nintuiu designed presst :•c 1•mi lisle shut', bc a Ntl,eaUie to rill roCin:as,urc zones ( •L r•ctd. perimeters and cornets)• ti cithtr r.unaa: an,,tys.s, nor c.a :nn,t., : :cr, SI,n„ i rcn,.,ttcd fc: c : fns :enrtiQ nt o,thnnecd ( css: :: cot:c (•.e. perm tetcr: c rcadt:d ^Deters And coricri;. t \Whet+ Ibis limitation Is specific :illy refcrrct( svtthin this 1DA• Gcncr)l Lintitnlioh IC Will rot be arlt1 cnbac.) rap :1 Franc; Zuloaga, RIiC Roofing Product Control f<nminer p . • V . l c_VJUG tu :no rK bRIRLICA) - TAMKo ROOFING PRODUCTS. INC. jO b "5'?:3J % 4 c V Jum : Doo r\ccup11ncC No:01- 0508.01 • i • F A CErTAN r r r A)U) CONDITIONS Renewal M Aceephuiec (approval) shall he considcrcd - aIior n renewal apnlicalion has been filed and tlrc original submitted t:ocuialttltatiurl, itrcltidnig test su ppartir; tl:tl;t, engineering riOeome nts, arc ue older ihn.n.:ig!1t (b; years '2 Any and all ai pprovcd Products Shall be permanently labeled with the mnnt.fnclurei's nalne. city. state. end the loltcwi,1b statement: "Miami - Da ds: C o,,nty frotluc t Co,Iirt i A;n;xovetl ", Of n>t specifcsl'y stated in the Specific condition; olttlii Acceptni)Ce. 3 R. nc..als of Acceptance will not be consittt rc : •: ;1) There h. been 1 et;finge in the (;Orida Burlcling Gout: aIieet•ng I'.c O` product and the product is not ui C0+r(ti■apt:c wrtit :IIC Code changes. b; The product ,S no tongCr the same 7rQi!eCt (idelitie8l) :ti the Cold Oi igtnaity nno.o.ic;1: �) II' he Acceptance holder l)nS not cDmpilCd with till the rcl't•.r%:n1Cnts ei :nis UCccp(atCC, i•,C1.Idi tg the correct ,nstillirtion of the (niff c,: 71 engineer who ;.- epared, iib tcd anJ ;calctt ;11c subnlrited. is ro fon6er pract■cinS ;'1C ciypectin` pr01'esS,Or•. .;i'SCtti; Of prdd _, c ''0CCSS shall or c1-cn{le i� t!'.c at:rtcriaa. o�o:ar ,r..,:, c � the at:tur';atieSUy tic cause. for ter•iti:tation r.f i ArrAtpta :;ct..l l est rriQ' '..Cilteit ,l(:^r^vtt■ haS bee,. "t4 :cd (t+.•Ougl tar. f: :iv Of A rev.t,dr appircat,.:n Nt'i:!1 ariaro ;sr :t: lee) L'v.. ti : :. C: by:l::s r fr A :} v of ;I1C r<iio vin.; shad alt') hr: orj.,cds (c'' ri i of I11.i Acc::rtance. r) Jr's tis ilct.ry perfer'r CC of h ;! prOCi!Ci or rrozeSS: b) MiSt•Sc of 1(1.5 Ac cpti.,cc es a:i cudOrscr of n,;v 7rotluc t. 19r Sai-S. ' :Ivertisivg or any ether pHrpGSCs O I'l NOt.r.0 :�f Acccpt.l:icc n ^•rc :cclectt by ',he 'vetes (Malay. a:id :olio.vcdd oy the cxp:rm:ott date n'.::y he dispt; yed In advc: literal-Ire. ..:;:1y por;io:1 of L:'c Notice of lccept itce IS d'spl :,ycr :, :i.::,t it si' :I'•' be do ;:: A Cony efthiS At As . as approver'. dr.:wind5 and 01 , ^r d'Jcun•t`itti. t•'t'erc it tiprlics. nrOviden to tnt: user by ll.c inanur'r.t'.rc e• rtt :t•tlr•bjtOri n:,a 111:% 'nu a•:a■tablt: 10: u?Spection ut the IC0 ::1e. at n11 :u„[, i loc c0(:rc5 rt ::■:r; not C::g AcCr. `cil■:`c le Co,llply .vr1:'. 11). sect on.. or l!lis AC:•Crt.r,:,:: t.: ;;Ic 1 ieli :rl:1I•M a 'd rc;:,Cv.•. 01 i1 :.:cc•I to nCC A:ct'91111CC CUi'• ai:1S f i g s l;irvu I i i. FND OF Ti-ltS Acc(;I'TA's Page :9 Fronk Zu■oaga, RRC Roof ng Product Controi Examiner r . t *. TOTAL PAGE• •• 412 • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation Rmax "Multi- Max ", Johns Manville "UltraGard ", Celotex "HyTee', Celotex "Energy -Lok ", Celotex "Thermax HyTec Plus", Celo- tex "Thermax HyTec Plus 2 ", Johns Manville "UltraGard SP", Celotex • "Top -R -II" or Rmax "Thermaroof Plus" (printed side down), any thick- ness. Membrane Genf lex Roofing "Genf lex II EPDM ", 45 or 60 mil. TAMKO ROOFING PRODUCTS INC R12104 601 N HiGH ST, JOPLIN MO 64801 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 Base Sheet: Tvpe G2 "Apache Base Sheet ". PIy Sheet: Three or four plies, Tvpe G1 "Apache Ply Sheet ". Surfacing: Gravel. TAMKO ROOFING PRODUCTS INC R3225 601 N HiGH ST, JOPLIN MO 64801 For Uplift Resistance Classifications, See TGIK Found in this Directory. Pittsburg- Coming foam glass insulation is a suitable alternative for use in anv of the following roofing systems. " Awaplan 170" is a suitable altemate for " Awaplan Premium" in any of the following roofing systems using "Awaplan Premium ". 1 in. min tongue and groove hoard is a suitable alternate for 1/2 in. plywood decks with all joints blocked. "Versa- Base" or "Versa -Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. " Awaplan Premium" is a suitable alternate for " Awaplan Versa- Smooth" in anv of the "Awaplan" systems listed below. .Awat1ey FR is a suitable alternate for Awaplan 170 in any of the following roofing systems. Polvisocvanurate and Polystyrene insulation can be used in any of the following insulated noncombustible systems when covered with a min thick- ness of 1. 2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for " Awaplan 170" in any of the following systems. " Awaplan Heat \Veld" is a suitable alternate for ". Awaplan Premium" and " Awaplan Versa Flex" is a suitable alternate to " Awaplan Versa Smooth ". ".\waflex FR" is a suitable alternate to "Awaplan 170 FR" in anv applicable noncombustible Classification. "Tana Pro Fibered Emulsion" is acceptable for use in any of the following systems which utilize an emulsion root coating. .ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Tam -Ply IV" ply sheet car. replace "Tam -Glass Premium" in the following Class .A. B or C roofing systems. 'Vapor Chan vertin; base sheet can replace "Glass- Base" base sheet in the tollowin_ Class .A. B or C roofing systems when limited to noncombustible J 'Base -N -Ply" is a <uitabie alternate to "Glass- Base" in any of the following :ems. VlasterSmooth is a suitable alternate to "43 #Base Sheet" in any of the vilowing systems. The folloWing noncombustible systems may he installed over a min 1, 2 Type \ : r., hoard mechanically fastened to a combustible deck for the rating to be r airtained. L'niess otherwise indicated, these constructions may utilize anv thickness of perlite. _lass fiber. polyurethane, isocvanurate, combination isocvanurate 'e'lite or pol•urethare perlite insulation hot mopped: or nailed. Wood fiber . , :la:ion is a suitable substitute on noncombustible decks only. \1 -3 adhesive may he utilized in any of the following noncombustible roof de,k systems. Class A 1. Deck: NC Incline: 3 Base Sheet (Optional): One or more lavers Vent -Ply, hot mopped in place. Ply Sheets: Three lavers Tvpe 15 perforated asphalt organic felt ( "Tri -Six" ) or four lavers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 Ib /sq /laver. Surfacing Gravel, crushed stone or slag. Deck: C -15/32 Incline: 1 Base Sheet Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: Three layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing Gravel, crushed stone or slag. 3. Deck: C -15/32 . • Incline:.3 Base Sheet Type G2 "Glass Base ", "Tam PIy IV ", "Vapor Chan", "43 Ib Base Sheet" or "Tam -Glass Premium ", hot mopped or nailed. Ply Sheets: Min two layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. kLIIIL s u atoms IllousdNiAtb *N1 SYSTEMSUsTORY LOOK FOR THE UL MARK ON PRODUCT Roofing Systems (TGFU)— Continued Surfacing Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 4. Deck: NC Incline: 3 Base Sheet Type Gl "Tam -Glass Premium" or "Tam -Ply IV" ply sheet or Type G2 "Vent -Ply" base sheet, hot mopped or nailed. Ply Sheets: Min 2 layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 Ib /sq. 5. Deck: C -15/32 Incline: 3 Insulation: 1 in. min glass fiber or perlite, nailed or sprinkle mopped. Base Sheet (Optional): Type G2 base sheet, "43 Ib. Base Sheet ", "Glass- Base" or "Vent -Ply" or Type GI ply sheet. "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped or nailed. Ply Sheets: 3 lavers Type GI "Tam -Glass Premium" or "Tam -PI:, IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt a: �a lb Si 6. Deck: NC Incline: 1 -1 2 Base Sheet: Tvpe G2 "Glass- Base ". "Tam -Glass Premium' or - Tam -Ply IV ", hot mopped. Ply Sheets: Two or more layers Tape Gl "Tam -Glass Premium " or "Tam Ply IV", hot mopped. Surfacing: Tvpe G3 "Tam- Cap ", hot mopped. 7. Deck: \C incline: 2 Insulation (Optional): 1 -5 16 - 3 -1, 4 in. max. :n. glass fiber pert: or ‘voodfiber, isocvanurate sprinkle mopped. Base Sheet (Optional): One or more Type C' 'Vent -Ply", "\aror- Chan": Type G1 "Tam -Glass Premium ", "Tam-Ply I\" or "Glass - Base ". hot mopped. PIy Sheets: One laver " Awaplan Versa - Smooth' surface ∎mo ified bitumen), hot mopped or heat fused. Surfacing: Tvpe G3 "Tam- Cap ", hot mopped. S. -. Deck: C -15'32 incline: 1 4 � Base Sheet: Tvpe 15 "43` Base Sheet ". Type G1 "Tam -Glass Premium". "Tam -Ply IV" "Glass- Base ". nailed. PIy Sheets: Two or more lavers Type Gl "Tam -Glass Premium" or "Tam -Ply IV", hot mopped. Surfacing: Type G3 "Tam- Cap ", hot mopped. Deck: C -15; 32 Incline: 1 Base Sheet: One or more layers Type G2 "Glass- Base ". "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers Type G1 "Tam -Pi.v i\ "' or "Tarn-Glass Premium ". hot mopped in place. Cap Sheet: Type G5 "Tam -Cap", hot mopped in place. ld. Deck: C -1? 32 Incline: 2 Base Sheet: One or more layers Type 15 "43= Base Sheer :".ot mopped or m, caanic.ally fastened in place. Ply Sheet: Two or more plies Type GI "Tam -:"y 1 \ "• , - 'Tam -Glass Premium hot moppet: in place. Cap Sheet: Type G3 "Tam -Cap ". hot mopped in place. 11. Deck: C -15 32 Incline: 2 Insulation (Optional): Perlite 3 4 in. thick min. or pol•isocvanurate. in. thick min. Base Sheet: One or more lavers Tvpe G2 "Glass- Base ", "Versa- Base " or "Vapor- Chan ". hot mopped or mechanically fastened in place. Membrane: One layer " Awapian Versa- Smooth" (modified bitumen), hot mopped or heat welded. Cap Sheet: Tvpe G3 "Tam- Cap ", hot mopped in place. 12. Deck: NC Incline: 3 BaseSheet: One or more plies "Tam -Ply IV ", hot mopped or mechani- cally fastened. Ply Sheets: One or more plies "Tam -Ply IV ", hot mopped or mechanic tally fastened. Surfacing Gravel, crushed stone or crushed slag, in a flood coat of hot roofing asphalt. Class B 1. Deck: C -15/32 Incline: 1' Base Sheet One or more plies Type G2 "Glass- Base ", Type 15 "43* Base Sheet", or Type G2 "Vapor- Chan ", hot mopped or mechanically fastened in place. Cap Sheet Type G3 "Tam- Cap ", hot mopped in place. 2. Deck: C -15/32 Incline: 3 Base Sheet One or more plies Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", "Versa- Base" or Type G2 "Vapor- Chan", hot mopped or mechanically fastened in place. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -792 Printed: 4/19/02 Applicant: HOWARD Owner: WILLINGHAM JOB ADDRESS: 1158 NE 92 Contractor KAWALEK PAUL Local Phone: 305 - 218 -3552 Parcel # 1132050270440 Permit Status: Approved Permit Expiration: 10/15/02 Work: TEAR OFF EXISTING FLAT ROOF: WILLINGHAM HOWARD ST Legal Description: BAY LURE This Permit is granted to the contractor or builder named above to construct thi ordinances pertaining thereto and with the understanding that the work will be per and approved by the proper municipal authorities. This Permit may be revoked a - authorization. A further condition upon which this permit is granted is the underst ordinances am,.. `'dlgulations pertaining to the work covered hereby whether shown by his agents, ser 'ants or employees. Signed: (INSPECTOR) / hre� �, ei j/y /-30/- mer�ca BankofA In consideration of the issuance to me of this permit 1 agree to perf orm the wo �� - �" n � ' with the plans, drawings, statements or specifications submitted to the proper au acrl R/r oe3100277 myself, my agent, servants or employes. Signed: (Contractor building Permit Contractor's Address: 485 NE 92 ST Construction Value: $4,000.00 PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305- 754-0191 MIAMI SHORES, FL 33138 -2566 Page 1 of 1 PB 44 -63 LOTS 5 & 6 BLK 3 LOT SIZE IRREGULAR OR Fees: Description Amount FEE2002 -2271 Building Fee $82.50 FEE2002 -2272 CCF $2.40 FEE2002 -2273 Buildier's Bond $300.00 Total Fees: $384.90 Total Fees: $384.90 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling fe a^ ^ *ti nan ft tinn Date //24'1 /� p orderof l ft�lY►' ` ��/ — es V� I l r a9 e $ 3d 7 �_ . d ap /00 For ` IJ / /5 1.x/'1 1 :063 LOO 2771: 0036606019 L411' 2 564 Dollars 63- 27/631 FL 810 6 2584 IP aymoncl VanclerZeycle LAWYER 9999 NORTHEAST 2N0 AVENUE Miami Shore., Florida 33138 TELEPHONE (305) 754-4500 Cooper Roofing 3720 Charles Terrace Miami, Florida 33133 Attention Mr. Anthony Cooper Re: D. W. Hoefle Job 1158 N.E. 92 Street June 2, 1982 Dear Mr. Cooper: Pursuant to our letter to you dated May 17, 1982, it is our understanding that a meeting was held on May 25, 1982 at the job site whereat you, your son and Frank LuBien, Miami Shores Building Inspector, met with D. W. Hoefle. It is reported that at that time you agreed to repair the loose tiles at 1158 N.E. 92 Street, Miami Shores, Florida; you further indicated that you could not do these repairs im- mediately, but that the repairs could be accomplished in ap- proximately four weeks, but that if you had the available time, the repairs would be effectuated sooner. All parties agreed to give you the time necessary to complete these repairs and set July 15, 1982, as the date for the final inspection.. At this time, all of the tile work is to be ce- mented down and installed according to the Miami Dade County Building Code; no extension of time will be granted to effec tuate these repairs after July 15, 1982. The following comprises a list of items which must be completed: 1. All loose tiles marked or otherwise must be cemented down to 90 -1b. slate; 2. On the two -story section of the roof, the southeast ridge is to be removed, all old mortar removed and the ridge tile shall be placed in a straight line. Where tiles were left off and mortar spread over. void, the mortar will be cleaned off, tile will be *cut and laid up in a workmanlike manner; TELEPHONE MESSAGE FOR of : Telephoned ❑ isited Your Office Date / Time 7 .' e, Return CaII E SSAG E Callers Telephone No CaII Taken By 411 ce Dr F-1 005 1r 94 g re ❑ Will CaII Again Area Code Extension ❑ See Me For More Details 1 Mr. Anthony Cooper -2- June 2, 1982 3. All chipped, broken or cracked tile will be removed and replaced with whole tile and pointed; 4. The roof will be left broom clean, red mortar smears on the fascia and side of house will be removed and the job site left in a clean manner with all materials removed therefrom. Two weeks after the repairs are completed, you will call for a final inspection with yourself, the Miami. Shores Building In- spector, and Mr. Hoefle all being present. Before starting these repairs, notice will be given by calling 758 -0385. Upon completion of these repairs and passing final inspection,• final payment will be made as in such cases are made and pro- vided. RV:ld Raymond VanderZeyde cc: Mr. D. W. Hoefle Mr. Frank LuBien Very truly yours, Dear Mr, Cooper: Mr. Anthony Cooper Cooper Roofing 3720 Charles Terrace Miami, Florida 33133 FL:gm cc: Mr. D.W, Hoefle 1158 N.E. 92 St. Miami Shores, FL 33138 atn,i/ CitotaTilla 10050 N. E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 (305) 758 RE: Roofing Permit No. 23429 1158 N.E. 92nd Street On this date I inspected the above captioned roof and found numerous loose tiles. Prompt attention to this matter is mandatory, LESLIE R. FORNEY. JR. VILLAGE MANAGER May 14, 1982 It will be necessary to correct this situation as required by the South Florida Code. In view of the excessive number of loose tiles, this office will require tests by an independent, qualified testing laboratory as to compliance with the South Florida Building Code, as provided in sections 3403.2(f) and 2311.1, (copies enclosed). Very truly yours, Frank LuBien, Director Building & Zoning Department • SENDER: Complete items 1, 2, end 3, Add your address in the "RETURN TO" space on reverse. 1. The following service is requested (check one.) C Show to whom and date delivered. ❑ Show to whom, date and address of delivery... ❑ RESTRICTED DELIVERY Show to whom and date de; :.erad C RESTRICTED DELIVERY. Show to whom, date, and address of delivery (CONSULT POSTMASTER FOR FEES) — — a $_ 2. ARTICLE ADDRESSED TO: MR. ANTHONY COOPER, COOPER ROOFING 3720 CHARLES TERRACE MIAMI, FL 33133 3. ARTICLE DESCRIPTION: REGISTERED NO. I CERTIFIED NO. P276 211 04 INSURED NO. tAiways obtain signature of addressee or agent) I have received the article desc.ibed above. SIGNATURE OAddresse DAuthorized 4. agent DATE OF DELIVERY POSTMARK . 0 0 co 5. ADDRESS (Complete only if requested) 1 6 . UNABLE TO DELIVER BECAUSE: CLERK'S INITIALS m m 1 C m m rn m re T rn -4 2 C m O Z rt b T m 0 3 r GPO : 1979.288848 ECE6PT FOR CERTIFIED MAII. NO INSURANCE COVERAGE PROVIDED— NOT FOR INTERNATIONAL MAIL (See Reverse) l T T%nthony Cooper A g r 00EING 3720 CHARLES TERRACE P.O., STATE AND ZIP CODE MIAMI FL 33133 POSTAGE rn CERTIFIED FEE SPECIAL DELIVERY RESTRICTED DELIVERY 0. SHOW TO CJ 10'^ k' :D DATE DELIVERED TOTAL POSTA POSTMARK n QA DATE, rt DELIVERY SHOW TO 1 TE AND ADDRESS ECIV RY WITH RESTR . ^ �� MET • e P276 211 047 ff "� (f) Roof tile shall be secured to the deck to resist uplift forces, as set'" t". iforth in Chapter 23 of this Code, applied at the eaveward edge of each tile, and where more than one. f ile in ten fails to resist such forces, the Building Official shalt require compliance. (g) Roofing tile shall have a headlap of not less than two inches and barrel tile shall, specifically, have side laps of not less than one and one -half inches. (h) Roof tiles shall extend beyond the roof sheathing, at the eaves, not less than three - quarters inch nor more than two inches. (i) The eaves ends of roof tile shall be cemented and provided with weep holes for adequate drainage. 3403.3 FASTENING: (a) Where the incline of the roof is more than five inches per foot and less than seven inches per foot, the bottom three courses of tile shall be nailed to the sheathing with non - corrosive nails and the underlayment shall be backnailed six inches on centers, or (1) Two layers of 55 pound mineral surfaced roofing (19 inch sel- vage material) shall be mopped on with galvanized one -half inch Clinton cloth nailed and interlaced with every second ply of 19 inch selvage, all nails secur- ing the Clinton cloth shall be covered and a minimum of 12 inches of Clinton cloth shall be exposed for cementing. • (2) Nails shall be spaced not more than four inches on centers in the first run of Clinton cloth and six inches on centers in all other runs. (b) Where the incline is seven or more inches per foot, all roof tile shall be set in a mortar bed, as provided in Paragraph 3403.2(e) herein, and all tile shall be nailed to the deck. 3404 METAL SHINGLES 3404.1 MATERIALS: Ferrous shingles shall not be less than 30 gage, aluminum shingles shall be not less than .019 inches thick and all other metal shingles shall be of equivalent weight. 3404.2 APPLICATION: (a) Metal shingles shall be applied to nailable decks having an incline of five inches or more per foot. (b) Metal shingles may be applied over any existing roofing provided such roofing is in acceptable condition and the deck is solid sheathed and in acceptable condition. (c) Gutters, where provided, shall be installed before metal shingles are applied. (d) Metal shingles installed on new construction shall be applied either over a resin sheet free from tar or acid, or over an anchor sheet as set forth in Paragraph 3402.2(b) herein. (e) Metal shingles shall be applied in courses, the first course to a chalk line running horizontally as from gable tb gable, and such shingles shall extend not more than one inch at the eaves. 3404.3 FASTENING: • (a) Where an anchor sheet is provided it shall be fastened to the deck as set forth ih Sub - section 3402.2 herein. 34 -11 designed that the pressure due to combined dead, live and wind loads shall not exceed the allowable soil bearing values or allowable loads per pile by more than 25 percent. 2311 LOAD TESTS '2311.1' Whenever there is insufficient evidence of compliance with the provi Its-ions Of this 'Code for evidence that any material or any construction does not. conform to the requirements of this Code, or in order to substantiate claims for 't '.alternate materials or methods of construction; the Building Official may re- - ,quire tests as proof of compliance to be made at the expense of the owner or his;. (agent by an approved agency. Test methods shall be as specified by this Code for the material in question. 2311.2 Where there is no recognized standard test procedure for the material or assembly in question, the Building Official shall require that the material or assembly under dead plus live load shall deflect not more than as set forth in Sub - section 2301.3 herein, and that the material or assembly shall sustain dead plus twice the live load for a period of 24 hours, with a recovery of at least 80 percent. 2311.3 Where elements, assemblies or details of structural members are such that calculation of their load carrying capacity, deformation underload or de- • flection cannot be made by rational analysis their structural performance shall be established by tests in accordance with test procedure as approved by the Building Official based on consideration of all probable conditions of loading. 2311.4 Load tests on roofing and attachments shall be as set forth in Sub- paragraph 3402.2(c)(6) of this Code. 23 -10 • Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor -- 1 -9 kte New Bui!dit To be constructed of Estimated Total cost of improvements $ 1,1 °0 STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is herchy made for the npproynl of the detailed statement to 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 ?sham( 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 progreu of the work. Location and legal description of lot to be built on Lot Block Subdivision Street and Number where work is to be done 11 t Ra C Q Z • State work to be done and purpose of wilding (by floors - . R 1 8 " ...... ..... 1 . s... . Remodeling Addition Kind of foundation Amount of Permit $� Date... 3 3 ...__.._. ___._�.....__ ....... ,19.�Z No....!! and for no other purpose. Repairs No of Storie if Le _ Roof Covering. ... 5 e4 ? Zone cubage required _...._.:_...Plan Cubage Distance .to next nearest building Size of •Building Lot . MMaxirnum live load to be borne by each floor i hereby submit all the t and specifications for said building. All notices with reference to the building and its construction may be sent to.. 3 A ns . 5 - TER 1.-A. ,IJ`� ? 1 l oa 3 6 13_5 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of L,hur under the Florida ‘Vorktncn's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanrnt Supplement, and has complied with the previsions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed tinder this permit; and will post or cause to be posted for inspection on the site of the work such public notice or noticcs as arc required by the Act. The undersigned agrees to employ only such bcon . ctors, on word to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks..._ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgmenu, 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 .._a j Date 3 . ,7 _ ._._._ Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida Building Inspector My Commiuion Expires.......— ._...... — .....to me well known, PLANNING BOARD .._.._......DATE Cirair:nan Member Nferr,bcr 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 Pl.rnnir.g Ilu.rrd. A re in.pcc•tiorr fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address Disapproved (Signed) Location and legal description of lot to be built on: Lot Block Subdivision STATE OF FLORIDA, COUNTY OF DADE. ss' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement 01 ine plans and specifications herewith submitted for the build • ine 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. t - v� �i ... _ _ S.J ...._. Str Registered Architect and /or iwpgineer ,.. .,,,..,,, „n.,.., Name and address of licensed contractor.. OS? l e . zO..L 1 ' 1 COr Street and Number where work is to be done 1.1..8 % C q _. _...._.._..... ___ - _... State work to be done and purpose of wilding (by floors - RES / _ _.._.... : - . p�__.t.2h.._...__ t'• t `Nv et ...cl,. 2 is F r 2-- ? 01.'t v''Q N,y 2 61 Pte► ct, , � L ,Z ...'5 7 kt..- 1.s 6°‘ � 7l`_' _ . and for no other purpose. New Buildilk Remodeling Addition Repairs No. of Storie if _ To be constructed of Kind of foundation Roof Covering. L �.... .er.C4 U. __ . Estimated Total cost of improvements $ `71 Amount of Permit S. Zone cubage required ........... -___...Plan Cubage Distance .to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the tans and specifications for said building. All notices with ference to the building and be sent to.. 312-0 .. t \. -s VER �G I a. c3.6 1 The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as an employer of labor under the y londa Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup clement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such bcon ctors, on woe to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. 9 t1S., Date 3/3/A Read, Sworn to and Subscribed before me. Date Building Inspector Notary Public, State of Florida My Commission Expires _...._..._ _ its construction may to me well known, PLANNING BOARD DATE Chairman Mcmbcr Mferr,bcr Member Member .. _.....--- ...._..._._ ...._ Member — .._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'l.innir.g Board. A re fee of SI.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date Type Insp'n Permit No. Nam y , Address 1 L$ $ 1 , Oils Company /'< (6 / Phone # For Inspe Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Address 115'S N 9 3+ Compan a-C Phone # L3Oc7 /1'3550Z, For Inspector: O Name & Date PP ii 5 0 4/2S z.,, A roved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Nam y � L _ Address ' 1 _5S v Compan /'< cuTiwG(0 / Phone # ► ' For Inspector: Approved 4 Correction Re- Insp'n Fee Time Name &