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1220 NE 94 St (19)441G0 OCT 2 8 NM MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dated 20 Type Insp'n 19�1-A1--- /j 2s==> P Permit No. aPZ� — 1 143 Name y Address 1220 1-1E- c lA- S1 Company Phone # (7&) Inspection Date 10 12.4 I C Approved Correction Re- Insp'n Fee Inspection Date t Approved Correction Re- Insp'n Fee +i- 10 OCT 1 9 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 10 I [ 4' , n I Type Insp' I (� • Permit No. P 5 - r / 4 Name 1 TAr•- I .1= 1 .0._ Address 12 -- 7 -- C) E" 14 S T Company Phone # ` l ? — 4=F15 Approved Correction Re- Insp'n Fee 430/ CT 1 3 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date OH l H I oS. N C. Type Insp n rn slo Permit No. .GPOS I I `r' Name I AN- I A Address 1 220 9 4 ST Company l ° \1 - 2 C�1 i/E Phone # - 186 / 2B —c Inspection Date 1C) OS. +V OCT 3 c MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 101 ( 105 Type Insp' n 4 M CW 1N- Permit No. PC — / 1 4 3 Name Address 1 2-2o /4- '9 4 ST Company e -4TR -t\ C Tf 1■1 Phone # (--15L.) z5 - D l 63 Inspection Date 1 124 CS Approved Correction Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/12/2005 Applicant: TANYA Owner: DUARTE JOB ADDRESS: 1220 NE 94 Contractor BAY CONTRACTING FIRM INC Local Phone: (305) 885 -2112 Parcel # 1132050100220 Signed: (INSPECTOR) Building 5: anit Permit Number: BP2005 -i 143 DUARTE TANYA ST Contractor's Address: 1685 WESTWARD DR Permit Status: APPROVED Permit Expiration: 3/31/2006 Construction Value: $10,800.00 Work: REMOVE AND REPLACE TILE ROOF AND FLAT ROOF Page 1 of 1 10- 14- 05A11:28 PAID Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 25 LOT SIZE 75.000 X 177 OR Fees: Description Amount FEE2005 -10579 Building Fee $325.00 FEE2005 -10580 CCF $6.60 FEE2005 -10581 Training and Education Fee $2.20 FEE2005 -10582 Scanning Fee $3.00 FEE2005 -10583 Technology Fee $8.13 FEE2005 -13444 Building Fee $35.00 Total Fees: $379.93 Total Fees: $379.93 Total Receipts: $344.93 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Parcel # 1132050100220 O Applicant: TANYA DUARTE Owner: DUARTE TANYA JOB ADDRESS: 1220 NE 94 ST Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -1143 Printed: 8/3/2005 Contractor BAY CONTRACTING FIRM INC Contractor's Address: 1685 WESTWARD DR Local Phone: (305) 885 -2112 Permit Status: APPROVED Permit Expiration: 1/29/2006 Construction Value: $10,800.00 Work: REMOVE AND REPLACE TILE ROOF AND FLAT ROOF Page 1 of 1 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 25 LOT SIZE 75.000 X 177 OR Fees: Description Amount FEE2005 -10579 Building Fee $325.00 FEE2005 -10580 CCF $6.60 FEE2005 -10581 Training and Education Fee $2.20 FEE2005 -10582 Scanning Fee $3.00 FEE2005 -10583 Technology Fee $8.13 Total Fees: $344.93 Total Fees: $344.93 Total Receipts: $0.00 AUG 10PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: e_ rL.- -(cJ3G. BUILDING PERMIT APPLICATION FBC 2001 Contractor's Company Name Qualifier Architect/Engineer's Name (if applicable) Notary $ Training/Education Fee $ Scanning $ Radon $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E..h penu . 1 s,'.Florida 33138 Tel: 03) 5 2264'1 x ; S 76.8972 C Type of Work: ['Addition ['Alteration D c, t Describe Work: Ce l 4- ;2.Y' $ Value of Work For this Permit I'C , ZOO _ oa Owner's Address q' Ai 6 9 Y -5, City ; IM; 5 ficivs State Tenant/Lessee Name 0 22 - Contractor's Address p" 6 c 1 e- 7 4 J , fe - kir City /1A; t- y,A 10 93 State State Certificate or Registration No. Q' �_ o -- 6.7 8- 2._ Certificate of Competency No. Submittal Fee $ Permit Fee $ eg Zoning Code Enforcement $ Structural Plan Review. $ Permit No. 8 P-//3 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) /1 /Jo A J) i4tt F Phone # or- -7 2--/ Zip Phone # Job Address (where the work is being done) City Miami Shores Vi1la_e County Miami -Dade Zip Is Building Historically Designated YES NO Phone # 3 ° a , _0/ 43 Zip Pl' Square Foot 0 g Work:, ❑New ❑ Repair/Replace 1a �=• CCF $ Technology Fee $ Bond $ CO /CC ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** *** * * *** * ** * * * * * * *** * ** * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 A GO if 611 Plans Examiner Engineer Zoning M iIUILDi G CODE COMPLIANCE OFFICE (HCCO) i'ROI)UCh CONTROL DIVISION NOTICI; OF A CCEI l ANCI: (NOA) Cvtia :a Cast Corporation 4383 SW 70 Court I I. 33155 SCOPE: This NOA is being The documentation Revic:.v Committee JuristiketOn A;f1f): • issued under the applicable rules and regulations governing tit submittcc( has been reviewed by the IJCCO and accepted by the_ tO• • used iii tMianti Bade CountyCounCounty-ant/Jailer areas where alt This ►r Or\ consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga. RRRC ,N[[.\'tr- t)Arn: COUNTY. FL Nit :TRO•t):\ bE FLAGLE 1( 13 U[, t-U) 1\ ;`T FL..\G ;ft S ('ftl ;[: i LUr'1- \I t, \;.II, i 3.11 (10JS) 375 - 2 1 )Ui FAX 005) 37_ \R rNO.-. No.: 01- 1 29]1.9-1 Expiration Dal_. I 1 _ i ‘Th; Approval Da._. 1.21 Or raaatcri ;al Product Having This tbA stini-t tiot'bc v: ti'd a'ftcr the expir.ttioa.date stated' belt,.m. :.'t EvCC6 ;(.t.r .,� .r Cot ty)- :and /car t ,\ I (in areas other than Miami Dade County) reserve the right tii have is product or !later ial tested Cur qua/. assurance purposes. If this product or material faits to perform in the accepted manner. the naa tut :icturcr wiit inc the expense of sucti testing and the AHJ may immediately revoke, modify. or suspend the use of such product material within their jurisdiction. BCCO reserves the right to revoke this acceptance. if is is determined by I3CC that this product or material fails to meet the requirements of the applicable building code. This product is approved as describcd'hercirr. and has been designed to comply with the South Florida Ouilcting Code. 1994 Edition for tNriami -Dade County or Florida Building Code. DESCR[['TION: Coltcrra "S" Roof Tile IZENE %VAL of this NOA shall be considered after :t renewal application has been filed and there has been no change in the applicable: building'eode negatively affecting the performance of this product. TEitN1INATION of this NOA will occur after thc expiration date or if there has been a revision or change in the materials. use. and/or manufacture of the product or. process. Misuse of this NOA as an endorsement of any 'product. for sales. advertising or any other purposes shall terminate this NO:\. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEtMENT: The NOA nuntbcr preceded by the words Miami-Dade County. Florida, and followed try the expiration date may be displayed in advertising literature. if any portion of thc NOA is displayed, then is shall be done in its entirety. rtNSt'ECT[ON: A copy of this entire-NOA shall be provided 10 the user by the manufacturer or its distributors and shall be available for inspection at thc'job site at the request of the l3uildin Official. 1 ROOFING ING ASS EM1JLY :1I'I'RO L Category Strb Cn tc.,ory: N-Irr(erial: 1 SCOPE This new roofing system using Conti Cast Coltcrra 'S' Clay Roof Tile, ;IS IT INtl (I t:r c(ttred Cori,; Cast Corporation described in Section 2 of this Notice of Acceptance. designed to cotnply tvi tti Efie Floiitt'ct Building CoiIc 1'994 elution- for Mi :ttni = Dade County. For the Icx :ttion where the presSurc recliriferttcnts; do • not cXtcecf the (lest' n pressure valt obtain by eg.0 1litionn ire Et anti: n c with 1'It ; 127 tt itib 'tlic v;thucs Iisii d in sccrion 4 herein. . Th att ach/neat c:rkt:xi•tatioas :v1i4a -bc done as a ntiime:a b;tseti xy\rcrit. tMorial:ielure(' by A ptil lean `t' Cottcrra 'S• Clay Roof Ti lc Tri ni Pieces Dar ensinnS Lcrrgth: t3" Width: El" varying thickness Length: varies Width: varies varying thickness 1 COy1PONENTS OR PRODUCTS MANUFACTURED IJY OTH ERS Product J)intcnsinns Rainproof 11 Ice and Water Shield Tile Nails 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Mitt. 10dx 3" Tile Screws 11Sx 21/2" lon 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Roof Tile Mortar N/A ( "TitcTiten- ") Rooting Roofing Tiles Clay "Test Spec i tine t i n n.' i'A 112 PA 112 Test Sueci ficn t inns PA 104 PA 103 PA 114 Appendix E PA 114 Appendix E i'A 123 Product I)cscript inn I {igh profile, one - piece, 'S' shaped. clay roof tilt with a single roll. For direct deck pair- on. mortar set, or adhesive set applications. Accessory tried, clay roorpicccs for use at hips. rakes. ridges and valley terminations. Manufactured- for each tits profile. t'roduc( Description Single ply, nail -on undcrlaymcnt with 2" self- adhering top edge. Sclf- adhering undcrlaymcnt Corrosion resistant screw or smooth shank n ;tits Corrosion resistant, coated, square drive, Salvani'r.cd, coarse thread wood screws Prepared mortar-ni designed for mortar set roof tile applications. NOS. No.: n r -.l�:7 , , , G.TIJ: ration D;(c: Approval D:I.c: . ..t. 1 ■ 1 nntrfnc(1'rcr • Protect -O -wrap. inc. (with current NOA) t �•R. Grace Co. (with current NOA) Gcncrir (with c.trr -n( `:OA) Generic (with cu rent NOA) r�. (.VH r vi'rodtictt Roof Tile Mortar ( "Quikreted Roof Tile Mortar 10140 Roof Tilc Mort:tr (713QNSA_ LO Roof Ti lc Ivtortar Mix") Roof Tile Adhesive ( :Polyproe A1-11607) Roof Tile Adhel ve Titcl3ond Hurricane Clip & Fasteners Coltorra 'S' Tile Profile i)i N IA - N/A NT prertlixcd • canisters Clips Min. Yr" width Min. 0.060" thick Clip Fasteners Min. ad x t • Test Product Succif ica(inns i)escrip(inn 1'A 123 PA 123 Scc PCA PA 114 I'reparcd mortar mix designed for rnort:tr scc root life applications_ Prepared . mortar mix dcsigpcd for mortar set roof tilt applications. Two component pOtyt.irethane adhesive clt xiSrtt:ct for.acthcsivc sec n1 C the applidations. COtil'Oc ttetlt ptstytircthctcre foam roof tilt adhesive Corrosion resistant clips Appendix E with corrosion resistant r aite. Table 1: Aerod namlc Multipliers - X (ft') (it') Direct Deck A pllcatton (\ia nnfactur - er- Quikrece Construct inn Products (with current NOA) W. R. Ronal Co. (with current NOA) Poly-foam Products. Inc. (with current NO,\) Ftcx'iblc Proclitcts (with current NOA)' Gcncric (with currcrtc NOA) 3. LIMITATIONS 3.1 Firc classification is not part of this acccptancc. 3.2 For mortar or adhesive set tile applications. a static field uplift test shall bc performed in accordance with RAS 106. 3.3 Applicant shall- retain the services of a Miami -Dade County Ccrtificd Laboratory to perform quarterly test in accordance with PA 112. appendix A. Such testing shall be submitted to the Building Code Compliance Office for rcvic«. 3.4 Mtinimurn undcrlaymcnt shrill be in conipliancc with thc applicable Roofing Applications Standards listed section 4.1 hcrcin. 3.5 30/90 hot mopped undcrlayrncnt applications may be installed perpendicular to the roof slopc unless stated othcrwisc by thc undcrlaymcnt material manufacturers published l i tcratu 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall bc in compliance with applicable building code. 3.7 May bc instaticd on slopes 7: 12 and greater. 4. INSTALLATION 4.1 Coltcrra 'S' Clay Roof Tile and its components shall be installed in strict com7liancc with Roofing Application Standard RAS 113. RAS 119. and RAS 120. 4.2 Data For Attachment Calculations `; O A Yo.: 0!-n20-1.04 Appro','L1l :tF =: 1 L' L')l U( = . Table 4: Attachment Resistance Expressed as a Moment M (rt -IDI) for Two Patty Adhesive Set Systems Tile Profile. Tire Application Minimum Attachment Resistance Colterra 'S' Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Avorago weight per patty 10.7 grams. Polyfoam Product. Inc. Avorago weight per patty 8 grams. DirectOeck 8.44 6":12" f 7 ":12" DirectDock ► DireciDeck 6.0 7 7.84 Colterra 'S' Colterra 'S' Tile Profile Table 2: Restoring Moments due to Gravity - M ft -Ibf 3 ":12" 4 ":12" 5 ":12" Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for'Nall =O'n Systems Tile Profile Fastener Type 2 -10d Ring Shank Nails 1-10d Skiiooth or Screw $h tk ^ N il: r.- •2- 1•Od ti o°tKt eit'Sc Shank Nails 1 .1f8 Screw 2 .#8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Save Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank tails (Save Clip) =l Largo paddy placomont of 63grams of PolyPro t ". 5 Modium paddy placomont of 24grams of PolyPro 2 -10d Ring Shank Nails' I 33.1 Polyfoam PolyProT Polyfoam PotyProTM Direct Deck (min 15/32" plywood) Installation with a 4 tilo headlats and fastornars aro tocatod,a min. of 2'h from head of tile. Direct Deck (m(n. 19/32" plywood) 286 41_2 5.1 5.8 6.9 9.2 20.7 207 38.1 43.2 23.1 23.1 29.3 29.3 27.6 27.6 38.1 48.1 Table 4A: Attachment Resistance Expressed as a Moment - M (ft f) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Rests an�c f32,,nTh 1' '21 :cj; 1 Table 4B: Attachment Resistance Expressed as a Moment - M (ft - Ibf) for Mortar Set S stems Attachment Resistance 24.5 LAIRELING "All tiles shall bear the iinprint or identifiable (narking of the manufacturer's name or logo, following statement: "ivfiatni -Dcide County Product Control Appro 6_ !WILDING PERy111' REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. . G.I.3 . Any other documents required by the fluitding Official or ;ipplicablc building code in order to properly evaluate the installation or this systutn. 5. PROFILE DRAIYIN4CS . COLTEIZIt:\ `S' CLAY 8001. "FILE END OF THIS ACCEPTANCE `r,.: 91 -O9D -1.01 D;itc: 11/21/06 .1'21/01 ro , ,c ; oC5 or Test . Test Rcdland Technologies Rcdtand Tcchnologics The Ccntcr for Applied Engineering. Inc. The Ccntcr for Appii Engineering. In &: The Ccntcr for Ariplied f:nginccring inc. Thc Ccntcr for Applied Cnginccring Inc- The Ccntcr for Applied Engineering, Inc. The Ccntcr for Applied Cnginccring, inc. The Ccntcr for Applicd Cnginccring, fnc. The Ccntcr for Applied Engirtccring, inc- Rcdland Tccttnotogics Rcdl:rnd Technologies B. CALCULATION Ct►(cnlntinn 1'•'alkcr Cnginccring fnc. Valkcr Enginccring, fnc. 7161 -03 Appendix I(( 7161 -03 Appendix ((( Static Uplift Tcsting PA (02(, \) Dec. 1991 94-0S3 Static Uplift Testing PA. 101 (Adhcsivc Sct) April 1994 94-054 Static Uplift Testing r P!4. (01 (1\tartar Sc() May 1 )9J 2S- 704 -9 Static Uplift Testing 102 (4' 1 fc:tdlap, rN:til Direct Oct. t 9�J•t Deck, New Construction) 25- 7094-6 Static Uplift Tcsting PA. 102 (-r Hc:rdlap, Nails, 0mrtcns) Oct_ 19) t 25- 7IS3 -4 Static Uplift Tcsting Feb. 1995 PA 102 (2 Quik -Drive Screws, Dircct Deck) 25-7153-3 Static Uplift Tcsting Fcb. 1995 PA 102 (2 Quik -Drivc Screws, Battens) 25-72I4 L3 Static Uplift Testirt • PA 102 l■f:Trclt. 1995 (1 Quik- Drivc Screw, 25- 7214 -7- 7161 -03 Appendix (1. Lcttcr Datcd Aug. 1. 1994 Test Re Test identifier Tst Nuttle /12c' (rrrrt 25-71S3 25 -709.1 f'A\ 'or( Evnttntfctt Static Uplift Testing I',\ (02 Dircct Deck) Static Uplift Tcsting PA 102 (1 Quik -Drivc Scrcw, 13Uttens) ‘Vind Tunnel Tcsting PA IOS (Nail - On) Wind Tunnel Tcsting I',\ 108 (Nail -Ott) 1)a lc March 1995 February t;ink 'k rch. 1995 D 1991 A . 1 9 9-: NOA Expiration Da t.2: I A1)tarnva! n :. i ate Dee- 1991 — ' Iced:taw/ Walker Engineering. fnc. Valizer Engineering. Inc. Walker Engineering. Walker Engineering. Inc. C. OTHER I. NTRIMA. Association Member 1 . Notice of Acceptance number 0 t - 0904.0-1 Test Rt pnrt Evalnated - 25-7496 25- 75s.: 25-7S0-1b-S 2 5-7S0-1-4 & 5 25-78-1S-6 Aerodynamic Mttlplrcr . Two Patty Adhesive Sct System D;1lc prit I 996 996 A Pr s if (99 A prit 1999 N .-\ N' . : 0 Expir_ifion 11:2Y0r.; Approvn! Dal:: 1:-2 City rA H M ; S "lo 9--ES State Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING lr1M =(11\V �?' PERMIT APPLICATION 9;H FBC 2001 Permit Type (circle): Building Elect Owner's Name (Fee Simple Titleholder) 774 / q V C.11 Phone # 0E- ° I S (— 2_ ( 31_ Owner's Address Z 7__O IL) it 9 `} S Job Address (where the work is being done) i 2. Z 6 NE- 9 i t 5 4 City Miami Shores Village County Miami -Dade Zip 33 6 3 Is Building Historically Designated YES NO Contractor's Company Name 13.?/...`( CO R GT 11J I Phone # z 7 9 6 Contractor's Address $ Value of Work For this Permit Scanning $ . (Continued on opposite side) \', i W AV. - 1J t4. City v . •vigz State 'Pi- Qualifier \d , re-1,0 c l Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 11 4 Permit No. 1 f 1 4 3 Master Permit No. Plumbing Mechanical Zip 3 3 1 38 Phone # Zip 6 7 State Certificate or Registration No. Gcc. c S 4, 78 a' Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 /1= Phone # 4 \ (Bo Square Footage Of Work: 1 - , Type of Work: ['Addition ['Alteration ENew 12/Repair/Replace ❑ Demolition Describe Work: ti 0V E � �� � ®c� Ct Le 71 T oe■ F� **************************** F PPs * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** � �tj Submittal Fee $ Permit Fee $ 3 Z5 CCF $ (P . O CO /CC N otary a T Foe a S• • IA Technology Fee $ g, l% Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 1 f A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commen ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t - absence of such posted notice, the inspection will not be approved and a5-eth p ction fee will be charged. Signature 4 /ce Signature 0 or Agent The foregoing instrument was acknowledged before me this day of iwt,„> ,20eS,by i i4 `( �1/4) oRTF , cv ro is personally known to m, or who has produced identfication and who did take an oath. ► II NOTARY PUBLIC Sign: Print: Clic 05/13/03 My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: The foregoing instrument was acknowledged before me this day of 4U , 20 QS, by ‘4.1..t:T rRA0e , ho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission' Expires: ntractor * * ** * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Y 3 E. s� TP,Na hY U 0���:SS{� P,I) r,r2.3 ►'' /.?IRES: A " i " . 2O7 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // °.32OS - OrO.. 2 C7 • STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: / 2 2 0 A) F7 ct `.f S4 7!2. A ni • 5' /-/a /L.S LP, 1 1.4- FL :3 3 r 2...8' 2. Description of improvement: /2e C'F` "✓' < -- -Z e4 �. uct vt 1- -C.., 3. Owner(s) name and address: / Z 2.6 9 4 1 S i /-1 A iv); Sii o/Lf= S 11; / /ay C-: pi _ 33fi_ f3' Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: C- ©NTRP< - ‘-1L k6 1,le - tu/Ae - / k sPRl1�l -rS` F L- �3( 5. Surety: (Payment bond required bI/'owner from contractor, if argy,) OF FLORIDA, COUNTY OF 1?ADE ,1-1F n ERY C"." rZ� ;r 1 ,�:: fir �i ff' ..a "74 Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d Signat re • •wner Print Ow er's Name eci 1 swFP.P,ankiANYMPRii # �c� MY COMMISSION # D r 19 EXPIRES: April 19 Not$Gy'�� blfCded Tiru Budget Not Print Notary's Name or me this TF 1 day of s . My commission expires: 123.01 -52 PAGE4 8/02 c :F= N 200!5R0812077 OR Bk 23639 Ps 4120; (1Ps RECORDED 08/03/2005 14:33:46 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Prepared , 20�� Address: 05 _. 1111111(1 1 111111111111111111111111111111 1 1111 by V-1s— 1-t Tv.t*IcLS tam! Ita si L t / FL X31 t 7 Florida Building Code Edition 2002 h 'veloci Hurricane Zone Uniform Permit A..Iicalion Form. Section A ( General Information) Master ,P ermit No. ® ' ` `' "' Process No. TR - C � la �. Contractor's Name Jo u Aua Li Low Siope ..sdnairic "ninnies ❑ Prescriptive BUR -RAS 150 ROOF TYPE { t€ `.v goof Vt Re- Roofing ❑ Recovering U Repair 0 Maintenance ROOF SYSTEM INFORMATION ope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) k 4 244a c\CD Section B (Roof Plan) S7:elon Root Plan: Illustrate all levels and sections, roof drains, scuppers, scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. X6 1 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles .. ... • • • • • • .. _ • . . . •• .•• .. • • • . . . • • • • • . •.. • • .. • • • • Z ... • . • , •• •• • • 0 • • • •. •.• • • • • •• • • • • • .. • • . . • • • • • Z .M• • ... • • • • • • • • .. L'7 Mortar /Adhesive Set Tile ❑ Wood ShinglesiShakes H Velocit Hurricane Zone Uniform Permit A..lication Form. Section c (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer 6 A. t= NOANo C`7 J — Sok -OS Design 'Wind Pressures, From RAS 128 or Calculations: Pmaxi: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: ` 5 - s =Q r • Type: Gauge /Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): 41 Anchor /Bas Sheet Fastener /Bonding Material: � /y'' �5 insulation Base Layer: Base Insulation Size and Thi - ess: Base Insulation Fastene onding Material: Top insulation L W C7 c s l y Top !nsulat .n Size and Thickness: Top in lation Fastener /Bonding Material: I Base Sheet(s) & No. of Ply(s): 751 'FLY Base Sheet Fastener /Bonding Material: Piy Sheet(s) & No. of Ply(s): 2- -41 44 Piy Sneet Fastener /Bonding Material: Florida Building Code Edition 2002 ....... Top Ply: t24t ER/.L CA1� .4HEET Top Piy Fastener/ Bonding Material: Aspia ALT Surfacing: ZJ flNU'~A 1j • . • .. ••• .. • • • • • • • • • • •• • _ •. .. .. ••• .. • • • ••• • • • ••• .... . . . .... • .. • • .. .... .. . . . • . • • • • • • .•• •••• .... ••• • • • • • Fastener Spacing for Anchor /Base Sheet Attachment Q Field: _1 ° oc @ Lap, # Rows Z @ 9 - oc Perimeter t , ' oc © Lap, # Rows _ .� - @ oc Comer: 4, -0c@ Lap. # Rows 1. 4 • oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing. Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material. Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. -r •• • . •• • FT • Parapet Heiaht I i o Mean Roof Height ••.. • • • • • • • • ... • •• •• ••• • • Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof Svsteml Ridge Ventilatio Steep Sloped Roof System Description Deck Type: Type Underiaymen Insulation: Fire Barrier Fastener Type & Spacing .... . . . • • ...•• • . .. • . Mean Roof Height: C v Adhesive Type' "N Al- T ype Cap Sheet: 9'041 skK NPu � X2'` • .. • . •• . Roof Covering: • • e: ... • • . .... . . . .. . :--r- .-- . • . . . • • • . Edge: .. . . . . • • . • • • • • . ... .... .... ... • • • • • Type & Size Drip G His.vy Roof System Manufacturer. 4 =a s taRA Notice of Acceptance Number. o \ - o y i - 1- CD 9 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: ?,? 6 Pmax2: l a - 53 Pmax3• l 2. 53 iviaxximum Design Pressure (From the NOA Specific System): '\ ©• Lk Method of the attachment NiEa`. iv ai " �c - -t-t j Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof Svsteml Ridge Ventilatio Steep Sloped Roof System Description Deck Type: Type Underiaymen Insulation: Fire Barrier Fastener Type & Spacing .... . . . • • ...•• • . .. • . Mean Roof Height: C v Adhesive Type' "N Al- T ype Cap Sheet: 9'041 skK NPu � X2'` • .. • . •• . Roof Covering: • • e: ... • • . .... . . . .. . :--r- .-- . • . . . • • • . Edge: .. . . . . • • . • • • • • . ... .... .... ... • • • • • Type & Size Drip G His.vy Meal ROCA t1019hL -(0. . rt;:c■ Slap, „if 15' Symbol Where to find 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2„ 34.4 36.0 37.4 39.8 4 : 30.4 32.2 33.8 35.1 37.3 5 : 1 2 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 28.0 29.4 30.5 32.4 7 :12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P.1 RAS 127 Table 1 or by m eagineuatg analysis prepared by PE based an ASCE 7 nican Roof Height 11 Job Site - Roof Slope 8 lob Site Aerodynamic Multiplier •li • • • • VOA. • • • • n_:.t.+ticZ ;,foment due to Gtsvity • M„ : • •:46 • i i i i A Resistance t►3r • • • 1 • • • • NCrP • s• . • Calc8latea i 's i.cuuacd lriomcnt Resistance i•I.i1,i,lunl Attachment Resistance F' NOA :(caused Uplift Resistance F, . • Average Tile Weight •' • W • t Callellated _ • 4O • • • • • • • . • Tile Dimensions 6 41 ldtgas • OiQtil • - NQ4 : • • • • • • • • • • • • ..., .:.,.ulanuns must be submitted to the Building Official at the time of permit application. i Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) „tut,Lent based tile systems, choose either Method 1 or 2_ Compared the values :fi ',lit', tite values from M if the Mr values are greater than or equal to the Mr f uc each area of the roof, then the tile attachment method is acceptable. Method 1. "Moment Based Tile Calculations Per RAS 127" ) - Mg: 6.97 aM11 •2 NOAM `.10.4 `i5 e.:ay = t9.5(.3 ) -Mg: 6.97 =M ti'.53 NOA M 4 1 0 - = ) - Mg: 6.97 = M,, NOA M Wc:a Method 2 "Simplified Tile Calculation Per Table Below" i.c..uts i;iumcut of Kesistaace (M,) From Table Below NOA M - M Required Moment Resistance' - must it used in conjuactiun with a list of moment based tile systems endorsed by the n iott Ara County Board of Rules and Appeals. rur Of based tile systems use Method 3. Compared the values for F' with the ::C.3 for f If cite F values are greater than or equal to the F, values, for each arc al of tug roo ", then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w: _ ) - w: n cos 6- = F NOA F' w: = ) - W • >< cos 8. = F NOA F is = x w:= ) -W: zcos8: = F NOAF ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • • • • • ••• • • 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. i 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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. /1 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. s 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be P g� P P ceilings g /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. r. 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. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). cY' , 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 aceocclance with the Florida Building Code, Plumbing. i ' 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the nor of the structural assembly (the buildign$ itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider 44(31;4 vpntipg avJtich can result in extendin - the service life of the roof. •••••• • •• ▪ ••• •• • • • •• J \� Owner' Agent's- Signture CADOCU5IC -MmpLL OCALS- nT.mp%SECTION IS21.dx • • ••• • • • • • • • • • • • • • • • • • • • • • • • • Date ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • 0 • • • •• • • • .. • • • • • 000 . . • • • • • • • • • •• • • • •• ••• •• ••• • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • '• • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MIAMFDADE BUILDING DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROLD1vISION N • = OF ACCEPT AF Material Corporation 1361 Alps Road ayne, NJ 07470 kn).- V.4--k--8.0 (NOA) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, MATE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable roles and regulations .governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dad a County and other areas where allowed by the Authority Having Jurisdiction (A111). This NOA shall not be valid after the expiration date stated below. The Mani-Dade County Product Control Division (In 1M lami Dade County) and/or the AHJ (in areas other than Mani Dade Cotmty) reserve the right to have this product or mateiiai tested for quality assurance proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the - expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. - BORA reserves the right to revoke this acceptance, if it is determined by Rtiami Dade County Product Control Division that this product or material fails to meet the icjuucincuts of the applicable building code_ itas been designed to comply with the High Velocity Hurricane Zone-of the Florida Build'mg Code. (DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent e s n ame or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION Of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The "NOA number preceded by the words Miami -Dade County, Florida. and followed by the expiation date Wray be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sit at , renews; c thg Puilding Official. • ••••••• • • • This NOA renews NOA #02- 0408.09 and c6 nsis0;. p e$ $ t1 digh?.1. The submitted documentation was reviewed by rank a, R C • • • • . • • • • • . • _r • • • • • • • • - -. • • • • • • • .• • • • s-. . . • • • - . • ._Y= om. • • 0, • • .. •.• • ..,•..:, ... . 4( . ...• ...••• • • • • • • • • • • • • ••. • • • • • • • • • • .. •. • • • •• •. ... • • • •.• • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/2.3 /03 Pace l of 21 ROOFING SYSTEM APPROVAL Cat_go_ " Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf The Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix'M 307 - Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (Mat ixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard . Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTm 6 Dimensions 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37' (1 meter) ASTM D 4601 wide 39.37' (1 Meter). • r4171 w i d e • •• • • • 39.37" (1 max). • ASVOt 15.2113 wide • • ..• • • • • • • • • • • • • • • • -• • • • • • • • • • .. .14 • • • • ••. �._ ` • • •.. • • • • • • • • .. • ••• • Test Specification ° ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered alumimma coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry hut faces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement Asphalt impregnated and coated glass mat base sheet. rspttd1t impregnated and coated. fiberglass base sheet r) pe asphalt impregnated glass felt with asphalt coating. . • • • • • • • • • • • • • • • • • • •.••.• • • • • • ... • • • • • • • • • • • • .. •. • ... • • Product Description NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Pale 2 of 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing RUUBEROID® SBS Heat We1dTM 25 RUBEROID Modified Base Sheet Rnberoid® 20 Rnberoid® Mop Granule GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dT t Smooth RUBEROID® SBS Heat - Weld M Grannie RUBEROID® SBS Heat WeIdTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID® SBS Heat- Weld PLUS FR Pintensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" ("meter). wide Test Specification Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. - Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non. Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D -6164 Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 Non Woven Polyester mat coated with fire retardant polymer modified asphalt and . surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non - Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL modified base sheet Type G2 BUR ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D 6163 SBS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber mat. Won woven polyester mat coated with t oiymer modified asphalt and surfaced with ASTM D6222 AStM 115142 • •• • • • • •. • • minetel granules. • • • • ••• • • • .8. • • • • • • • • • • ..- . • e.741 • • . • • • • • • ••• • • • • • • ••• • • • • • • • • • ••• • • • ' • • • • • • • • • • • • • ••• • • • ••• •. •• • • • • • • • •. •. • • • • . • • • • • • •• • Product Description NOA No: 03-0501.05 Expiration Date: 11/04 /08 Approval Date:1023 /03 Pale 3 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psi, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFI ITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure e.Ge station 47) GAFGLAS Flex P1yTM (9AFGLAS #75 Base Sheet, any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener �,.�� •""'��- _ -.... - ,_ d in two rows 9" o.c. in the fie _ , • of ' D . Y ' ensure'- :S s See , neral Limitation #9) of above Base-sheets attached to deck with Drill -Tec (GAFI'1TE) #12 or #14 Screws and 3" Plates, 12" o.c_ in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation 47) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. tw -7 nsf, See General Limitation #7) One or more lies of GAFGLAS® PLY , GAFGLAS® PLY 6® ply sheet, #BQZIltima, R or RUBEROID 20 adhered in a full mopping of ay•roved •halt applied within the EVT range and at a rate of 20- (Opti ... : . - p y of 040S. lifitteral Surfaced Cap Sheet adhered in a • - - ffirmopping of appectre$ aNpt al aKiied'within the EVT range and at.a --rat of 20-40 lbs. /sq.. " ••• • • • . • • • . • • ••. • • • • • • • • • • • • • : • • • • •. • • •1 • - • - l • . • • • • • ..• . -. -. - ,. -. :. -• • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • . - - • • - • • • • • • • • • - • - •• • • • -• •- • • • • • • • .. • • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs/sq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF PremiumFibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20%; plus gravel or slag with an application rate of 4001bs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1-1.5 gal/sq. C R p c f t : f 4 n e NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 o e., ten et e • e C C 5 e n CC 9tt 5 • 5, e c n n c n e c e e 00 c c e n n e e n e Ir. e e n n • t 5 t 5 5 5 5 000 • n 0 0 0 0 0 O e e 0 0 e e 0 0 e 00 00 e e 0 5 r e ntn WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" Dens Deck or 1 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL, LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsfsq., or mechanically attached using the fastening pattem of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) • • • • • • • • • • • • • • • • • 10. All products listed herein shall hate a gga A $s � ra p c @ i d i t in accordance with the Florida Building Code and Rule 9B -72 oftl A'dt$irhseraGve Code. END OF THIS ACCEPTANCE • • ... • • • • • • • '.. • • • • • • • • • • • • • • • • • • • • . • • • • • • . • • • • • ... • ._-- ._... • .' • ... • • • • • • • • • .. • 006 • • • ... • • • • • ... • • • • • • • • • • • • .. .. • 000 • • NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 188 ROOF. COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation - (Optional): One or more .layers perlite, wood' fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite / urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. • • Ply Sheet: Two or more layers Type Gi "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ", Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". - 4. Deck: NC - Incline: 1/2 , Insulation: One or two layers "Isotherm R ", 4 in. Max, hot mopped. Ply Sheet: Any UL Classified surfaced Class A asphalt glass fiber Incline: 1 p Sheet.(Optional): Red rosin p Base Sheet One layer Type G2 AFGLAS #75 Base may be nailed).:. ecic NC Indine: 3 2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY ype G 'GAFGLAS Ply 4" GAFGLAS GAFGLAS Mineral Surfaced Cap Base Sheet One layer Type G2 "GAFGLAS #75 Base SheeY:.:......, Ply Sheet One or more layers Type G1 "GAFGLAS.Ply 4 ". Or. "GAF- GLAS Ply 6 ". Cap Sheet • One Layer Type G-3 "GAFGLAS. Mineral. Surfaced Cap Sheet". - 7. Deck: C -15/32 , Incline: 2 Insulation: One or more layers perlite; glass fiber, isocyanurate, ure- - thane, perlite / isocyanurate composite, perlite /urethane composite phe- nolic, 1.0 in. min (offset from plywood joints 6 in.): Base Sheet One or more layers•Type G1,. G2 or G3. • Membrane: One or more layers "Ruberoid Torch" (Smooth-or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or•Granule) or "Ruberoid Mop Plus" (granule). • • ' • - Cap Sheet "GAFGLAS Mineral Surfaced Cap'Sheet ", hot mopped 8. Deck: C-15/32 hicirie: 2 - Insulation (Optional): One or more layers perlite; • wood -fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite; • perlite/ urethane composite, wood fiber / isocyanurate composite, •phenolic, any thickness: Base Sheet Two or more layers Type G2 or G3. Ply Sheet(Optional): :One or more layers Type Gl. Membrane: One or more layers 'Ruberoid Torch" (Smooth or Granule), Ruberoid Torch Plus (granule), ' Ruberoid Mop" (Smooth "or Granule) or " Ruberoid Mop Plus" (granule). " Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.. Class B 1. Deck C 15/32 . • Incline: 3-1/2 - Insulation (Optional): One or more layers perlite, wood fiber,. glass fiber, isocyanurate, urethane; .perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. PIy Sheet Two or more layers Type G1 "GAFGLAS Ply 4 ". or "GAF- GLAS Ply 67 Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 . Insulation (Optional):. One or more layers perlite, • wood :fiber; glass fiber, isocyanurate, urethane, perlite /isocyanurate-comaisite urethane composite,. wood fiber /isocyanurate composite, phendic,•ar$ • • •• • thiclazess. • . • • • • • • Base Sheet Two or. more layers Type Gl, G2 or G3. .•, _. Membrane: One or more layers "Ruberoid.Torch" (Smooth or t anufel, "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheeti', bo mopped ; . • • • • • • • Class C • • • • • • • 1. Deck C -15/32 Incline: 1/2. .; • • •. • • • Insulation (Optional): One or more Layers perlite, wood fiber, glass fiber, isocyarurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite.p1»molic. arty thickness..-- • • • • • • Ply Sheet Three or more layers Type G1 "GAFGL.AS :PI, • "GAFGLAS Ply 6 ". • • • • • • �' • • • • ROOF COVERING. MATERIALS (TEVT) Roofing Systems (TGEU) Continued Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A . 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Indine :'4 • fl • Insulation (Optional): One or more layers perlite, wood fiber'orAlass m fiber, 2 in. ax. ; Ply Sheet: Three or more layers Type Gl "GAFGLAS: Ply 4" or "GAFGLAS Ply 6 ". • Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate,. urethane, perlite /isocyanurate composite; perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply' 4" or "GAFGLAS Ply 6".. • • Surfacing: "Weather Coat Emulsion "' at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One ortwo layers "Isotherm R",.4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4: Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiberand glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type Gl or G2,.mechanically fastened or hot mopped. • `Ply Sheet: One or more plies Type G1 or G2; adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating";-1-1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet: One or more plies Type GI or type G2, hot mopped in place. Coating "Fibered Aluminum Roof Coating ". 6 Deck: NC Incline: 1 • Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet: One 'or more plies Type Gl or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modi- fied Bitumen flashing Cement ". Coating. "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: 1 Base Sheet: One or more plies Type G2, mechanically fastened. Ply Sheet Three or more plies Type Gl; hot mopped in place. Coatings: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. Class B • •1. •De • • , L.: Jcll: f_ -15/32 Incline: 2 linsulation (Optional): One or more layers.:perlite, wood fiber, glass • • fiber,isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. • • Y1}i Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or • `cAF LLS Ply 6 ", hot mopped. • • 5irtfadIr Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/ .gal /sq. - 3. Deck: NC Incline: 2 • • • Jnsulation (Optional): One or more layers perlite, wood fiber, glass • •s"ber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ arrgth4re composite, wood fiber /isocyanurate composite, phenolic, ar'Y • 't1tici ss. LOOK FOR THE UL MARK ON PRODUCT •• • • • • • O•• •• • • O • • • • • • •• • • • •• ••• •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • •••• • • • • • • ■ 04/19/2004 14:55 3858630079 Panda 9' Mg 1201 N.W. 10 street ItaynnoBaseh XL atrimL NOJU OlP cc m EX! MIAMI Yaireppfitation for Notice of Acceptance (NOA) of Craanete I6t litoollsei Mho osdetf'b $ ofele Code o elinti -Wing tb.ieG a Mat1s sod 1vi a of Cans ibri,a td completely described bean went em d foi acceptmce by the Miami-Dade dy Building Code Coos Office' (BOLO) ander the comfitions specified herein. This' than not be valid after the eapaadea date stated below. BCCO reserves the right to s cure this Product or aaatatud at mew time from a jebeite or omoutisetureat pleat for quality control testier if this pout or material lboib b pedoarm in the stew oval rose er, BCCO rosy !evoke, modify, or stoma the use of each product or mobeded innnedmlely_..BCCO reserves ills debt to mobs this a oval. if it is determined by BCCO diet this product orb fade to net the requirements of the South Florida %Mg Code. 471-19/ The dense of etch teats will be inagied by the merufmenner. ACcu TANGS NQs SI.441T e Raul Rodriguez Chief product Control Division AFPROYSD3 GE8» SF'Eo Git wKAL This application the Pledtict Approval 1m bete tealowed bb the BCCO and approved bb-Ilte Buddies Code rd Product Review Cornramttoe to be wed In Mimi-Dade (panty, Florida under the conditions ref forth shore. .. ... • • • • • 00 • • • • • .. • • .. • ... • .. ... .. • • • 00 lYpAS�ADti COONTY. FLORIDA METRO-DADE FLADL R BUILDMIG COW COINOILIAPICS MIMIC 140 WEST FtAGLBt STREW, sv1TE ION MAN I. FLORIDA 73130-1563 005)373-2M FAX 1305) 375.7X18 QOf) )754327 FAX eon 77S. 3st DOl�l1Rl�CfOt1011�R1AY�OP/ O05)173.29 S6 FA7l CM) m t eanancrecrenetn wows; CAM 37i79e7 FAX DOM 37z4Zng Fraucbto J. Quintana, RA. Director Miami -Dada County Building Code Carrolieece Ofrie .eMV pantos Internet won address: P baits • ��� lt+ila bttpJlv►ww boitdiKe"eewtsin.-ee.n • ucc. •J1 04/19/2004 14:55 3858638879_ Catoreir Roofing Sob Caterelr: Retofted Tde Meterieh Concrete 1. SC= lhis mines s= soofingnystern seingdOegn NO Cie Reeaf.TSbti we tomotzfactueed Fit Roof. 11.. . in Section- 2 of does: Notice of Ao designed b cares 4y with the Sandi Thrift Roadstead; 1994 Edition for Miami -Dodgy Candy. For des bade= robins do peasteese ar desrnnieod -by applicable Bulldog . Co dies sot =and .. d desiBt:pe :wdua Obtain by indenastions in ease%saeae weds RAS ..12Iresdng she selie raited. .stodge 4 basin. The attachment raioalatS'timt Ann bediroe as eeraeereet Lased system. 2. 1R DOCr DICSIMPTION fessolitt datiding Esteem Piet Task 1x16' w m 110" 1 -W Sid& Trio Pieces 2.1 ftwIssl 1fi ke ed Wow Shield Tat iii11111161111 111111121111611112 I Veda yr •� varies wain Midwest i"x7S'j11 36 s 75' eon at x75' roll 36" x 7S' roll PA 103 $eliedhe rieg usoferimuret ERT MIAMI reset nC ACCEPTANCE No.: 01- 0417.09 Approrsle Jesse 7.200& Samos Date Zan 7.2806 Coeapeae t err reads _td et,4 by ethers Zbt Preselect . Product PA 112 Pis =paBb, iastisloaiare8, biseh ceded ooaer+e s meitdoesp ipped with two nail hike. Per dime (leek goblin= ail en, aswearerallieri.e vat e silos. PA 112 Aaoee■reyteiar,.aramestead' pieces forgo' at him ahem apes end volley . Menefeetreed M-4. fotth tile PA 104 Slagle ply, nail-me matledaynest with r a 11atodk r Proeeot•O -Wry. Sac. (with anent NOA) Wit Gomm Co. (with current NOA) 04/19/2004 14:55 3058630079 watatumansgszawAnsw Wood Balms The Why Tiff Same Roof7ileMostar rfiltirmenn ReefTrde Mortar t" CNEAL* Rasf ra: Mortar RoofTile Adhesive TileB d Yet M@L rx 4" Wm. 1"x 4" for see with wield balloon or Min. nab f6r no alone • hot toiker lb 2 bT long 0335` Rood din. 0.131" shame din. 0.175 meows thread N/A Roof Tile Mortar WA Mammoth Roof Moms 111 WA WA Fsatory prembee d canisters • MoidasflOma Wood hemmer S - PA 114 . Appendix 8 PA 114 Appendix E PA 123 PA 123 PA 123 See PCA See PCA 410 00. • • • • • • • • • • • • 00 4100 •• • • • • • ••• • • • • • • • • • • • • • • • 3. • •• • • • • • • • • • • • • • • ••• • • • • • • • • 000 • • • • • • • •0• • • • • • • • •0 •0 • • • • • • • 000 ERT MIAMI screws • • • • • • • • • • ACCEPTANCE No. a Oi- 0417.09 Cermodon resilient mew orsmooth dunk Italia Commion resistant, mated, squire drive, solemnized, warm dread wood prepared moms mix dialysed for meitar sal roof tile Proposed mortar antic designed for snorter set mof t& Awned mortar emz designed for evertor set roof tiro applications. Two component polyurethane adhesive designed for adhesive set roof the applications. Single component Flexible Products polyurethane foam (with current NOA) roof Prank Zoloaps, RRC • • Roofing Product Control En/miner • • • • • • • •• • Product DaetfaNeo Stilt presume teethed or decay ravished lumber battens 14lam Infinlaner generic generic tc Rerg Roof Company, Inc, with current PCA Qoarote Conatosction Products with Currant PCA W. R. Rom! Co. with correct PCA Pelyfoe® Produces. PAGE 03 04/19/2004 14:55 3058630879 • 2123161 R 4 ROMMAIMPREQMONS Hurricane & Festearas 3. LtMITTATI NS Bis tro Rat Tile Ristrishis Clips bee le` width h►� 0.0611° ibick Cip Posers Wm. tdx14X" Tdt PA 114 Appendix E ERT MIAMI 3.1 F'nc classificadon is not part of this soegshace. 32 Far iseithr 116001,0 ief tile apps s static Seed uplift test ahnf be paibmted la aooardanoewifit RAS 106. 3.3 ApplicoM dial setdn the =vices ota 14 -Dade County Cerflled Labarstory to path= carte* bet is accordance with PA 112, appendix `A`. Such teatim shalt be sued to the Relltling Cede Compliance Office for review. 3.4 Minimum andsdeptetente tip be in camptistnoe with the agile Roofing Applications Studer& mad section 4.1 herein. 3.5 30/90 het mopped endode m:et applications may be installed peupendiculsr to the native unless sealed otherwise by the andedaymeent material mma6deeers published Maatme 3.6 This oeeepfaeoe is for used deck applications. 146nimwn deer requirements shall be in compliance with applicable Building Code. 4. INSTALLATION. 4.1.1 Edna ` St' Cemerete Roof Tile and ib campmate shall be installed in strict compliance widt Miami Dade Comfy Roofing Application Standard RAS 11 E, RAS 119, sad RAS 120. 4.2 Dena FatAt ribmeat doss Table 9: Asrodttlaenk Multiplient The MW) Profile Matt Oath 0.189 • • • .. ... .. • • • • • ACCEPTANCE Ne. 01- 0417,119 Product Con osian residua (scene dips eMis comics Nihau* sails. • tie) Prank Zutooge, RAC x (f'D Direct Deck Application 0.205 PAGE Oa 84/19/2084 14:55 3858636879 ERT MIAMI RazglimanuisamaKE AccErrANcE Na.: 0%- Q41I,09 7`aaiM.3; mtsablield Redstone Eqmpesed as a woOM*- V ft * aP Ile h.dse►andtiotapan aer bested • Ram of fawn hid at 1 !e. as a Ieotf nt p f Wbt) 01rllive - . Adamehro Sat tames Matbrani Two eivnb Flat Tiia A 31.3s 3 Rule Pieduda Cowper* Meow "map PaAb .8 13 Iranar. • • 000 • • • • • • . • • •• • • • • • • • .. • • • • • • • • • • • • • • •• • • • • • • . • ••• • Prank batons, RR.0 . • . • • Roofin m e product Control Baniner .s• . • • • . • .. • ••• • • • • • • •••. • •. • • • 00* • • • • 900 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 001 • • • ••• • • Ob n • 111/32" plywood) Meet prep {.- phrwovd) • Rattan* �'. - �' ,- . , ,,. 1 -10d -• ar =- gunk lie . 30.9 7,3 ` : 33.1 172 9.8 4.9 18.$ 208 WOW lliEi:i:: ., 1 -10d Smolla at Samoa al . 30.8 51.7 18.2 24.4 24.3 24 19.0 19.0. 22.1 2 -10d Smooth ar Sawa Shank Nab 1 . • :i 35.5 34.8 • 1 . ' 31.9 32.2 2 RiLI 17 ' j 60:3 1 6 An , 84/19/2084 14:55 3858636879 ERT MIAMI RazglimanuisamaKE AccErrANcE Na.: 0%- Q41I,09 7`aaiM.3; mtsablield Redstone Eqmpesed as a woOM*- V ft * aP Ile h.dse►andtiotapan aer bested • Ram of fawn hid at 1 !e. as a Ieotf nt p f Wbt) 01rllive - . Adamehro Sat tames Matbrani Two eivnb Flat Tiia A 31.3s 3 Rule Pieduda Cowper* Meow "map PaAb .8 13 Iranar. • • 000 • • • • • • . • • •• • • • • • • • .. • • • • • • • • • • • • • • •• • • • • • • . • ••• • Prank batons, RR.0 . • . • • Roofin m e product Control Baniner .s• . • • • . • .. • ••• • • • • • • •••. • •. • • • 00* • • • • 900 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 001 • • • ••• • • 04 /1y /Y004 14:5 • 3858638979 ERT MIAMI attEMAXIMMALOREQEMON ACCEPTANCE No.: -04 S LAMING AB less shell beer ihe Imprint ar identifiable mei* of tbe manufaeneetes MOM or loom '• d. BUILDING PERMIT REQUIRIMENTS 0 a for bellefteg permit shell be accompanied by copies ofthe follawm 6L11 Ibis Notion of Aooeptuotn 4.L2 Any other documents required by the BmIcling Officio! CDC ceder 10 y oa efefties system ms applicable BuilclitlQ Pitornme DltAW1l t tr "Fur' Colvattn Rom Taut •• ..• • • • • • •• • • • • • • • • • ... . . • • • • . ... • RoofngProductControlfixominet • • • .(S. • . • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • .•• • • • • • • • • • .•• • • • • • • • • • •• •. • • • 000 • • • 000 1 • • • • • • .. • Frank Znloars, RAC PAGE �5 • o4,17 /LOQ4 14:3 JV01504150/1 affigguinanum I. Rem of Ibis Aooaptence (apprrova4 dud be °onside/id slier . sau orb odder P° Il sae decimeters, 2 . Aey and al approved !products to patereeedky slate, and the �enstt h�bded with ilia watad'sotora� mama. c�cv. specifically doted in the amnia maidens Control Approver. or AS 3. Renewal ofAc eot beettsajdtaed a. 1L Tate has bees a allege is Se Seidl Florida Saadi% Cede ,peeddet old tbs probe L rat is woe whit* code _ _ . .. �►et° a of tlri� e. - If die /O p loners prod s (isle gtDee tiorevigi isity' 'moved- i the etereet of Rsd ..i• di The of ,6u a eaea d, The she originally peepared, sipped aed sealed the 'squired dommerttrtion ieitiatty b co Stow practicing the +ieg p, 4 . Any nivisiom or doer b the redmids, me. sniffer manufid. a of the rodent er process stew requested m tpt oss for te p Snide Ae 'ekes prise q�,vaf ha* b e or • revision .. appropriate fee) a>!d gamed by *Is S. Amy untie 1bllswiag eta ate be eosalls at renamed ofm A a. p neos of ads product or mince: recess: b. Mims cif this L Acceptance as as endomement of PAR ftir sake. or any 6` of s� of &met' o= umber preceded by the wad tdisomi.bade County Florida. seed by the expiration daft mar be displayed is advidisiag rieersure_ If any portion of the Notice of Acceptance is dispiard, des it shall be done is its wire' 7. A be woe as well as drawings aid where it applies. Provided to Ise mar by the mansibmwer or da dieltranto;s aid droll be averithle for isapectios et doe job site stall tins. The coghtear mead not new the copies. L Pabst to comply with any amnion Odds Acceptance doll be cause for eeeetbtstio mid mercy*" 9. This Notice of Acct emits of pates 1 Ihrmqgh 6 and this last page 7. MD O! THIS AccErrANat • • ALS 00 0,0 09 • • • ••• • • 7 • .RT MIAMI ACCEPTANCE Ns. ::11&41120 PtGE 07 •• • • • • • ••• •• • • • • • • • •• • • • •• ••• •• • • • ••. . • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . .. • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• • • • 55 NOV 0 1 2005 MIA ORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date X0131 1 Type Insp'nP1 L— — Z-1J �— Permit No. 45 - 1 / 4 3 . Name KIYIA ocv Address 1 Z 2C I\J c=t4 ST Compan y `tsl‘ 1 M Phone # ( - 18e,) SOS - 69S !06 Inspection Date Approved Correction Re- Insp'n Fee PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 / a c rbt • Job Address . ..J.:I- 9- 0 4 T 41 57: Tax Folio /C —L3Z s 0/ O — 0 Z z 0 Legal DescriptionaMP y/ /iE tbW Z Historically Designated: Yes No Owner/Lessee / Tenant mj 6 . 1)0 A r f Master Permit # Owner's Address /22o k) . E.. 9 4 7 147 Phone 7.5" 1- 2/ 3 a Contracting Co. 'J01-} y,) Lt) G 1 2 74 oft c; a )1 Address 'iti.r.3, M . W. 17 I Qualifier �B 1.1 to 0 E E e_ SS# Phone � A Y - 1 7 70 State # Municipal # Competency # / 1 n j 91 Ins. Co. Rot- L, v / b w Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN AVING FENCE SIGN WORK DESCRIPTION R El sl o p. /4e, ALE. A KA.54E Signature owner or Condo President ate Notary as to Owner and/or Condo President / Date My Commission Expires: /P 6 FEES: PERMIT 60. oo RADON APPROVED: Zoning Building Mechanical Plumbing b-L tiazu_ 1,0 T, LE IZ.mo-P Estimated Cost (value) 9 Electrical •TO Square Ft. 3 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. Signatu4e of Contractor or Owner- Builder Notary as to Contractor or Owner -B My Commission Expires: der 1 /2r/? Date 7/c S/ ?6 Date P(d OFFICIAL NOTARY SEAL 0 . <i BARBARA ANN FUGAZZI t l`a C �; COMMISSION NUMBER C360199 C �� $, ,:y ( £ Y COMMISSION EXP. OF K�° f k_ 2Q tqnA C.C.F. „CO NOTARY S 0 O TOTAL DUE 6. �o Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9 l7 /tea Job Address / ago P1 • E. 1) S Tax Folio Legal Description Historically Designated: Yes No K Owner/Lessee / Tenant in ii' S . M A,r1,..t t a Master Permit # ' 9 yie Owner's Address l Z L .D N.E . 9I S-T Phone ,.30.T - 7S / — a 1 3 a Contracting Co. 10 14 IA) t.LEER Address 6S3 / /V. O. ) 7 ? +U L3eE2 Qualifier State # Municipal # Competency # /1 (`15 Ins. Co. (? rEL*.) 1 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION gyi t r O4 LISA K ASE Y k) r i V E C Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. igna . wner and/or Condo President / ' &3 7 GLAD I VILLAR Date 0 No APPROVED: as to Owner an M Commission Expire FEES: PERMIT Mechanical f Orr/ tf P1324MitrATE OF FICA COMMISSION NO. CC714103 L_MY COMMISSION EXP. MAIL 1,2002 RADON Zoning Building C� C.C.F. ` 0 NOTARY S BOND SS# Phone 345 La 14...../77--0 Estimated Cost (value) Electrical PAVING FENCE SIGN bO Notary as t. ` ontr !Ctor or (AervidigulfacARYSIFAL My Commission E : GLADYS J VILLAR ARY PUBLIC STATE OF FW210A COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1 Plumbing Structural Engineer Legal Descriptio / Lessee / Tenant /N. are. er Address /g4 /VE 94 ST Contracting Co. ,[O/y7®C[ // 94 Ay Qualifier State # 69145 Architect/Engineer Company Mortgagor I �rr ,� Date: �l3d� Job Address Signature owner and /or Cond( President Notary as to Owner and /or My Commission Expires: ** * * * * FEES: PERMIT APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE * * Zoning Mechanical )NE I ,Q 9 alh SO P 40 -I ? Municipal # Competency # 1Y Ins.Co.2/ r Address Address Address Os' Tax Folio /l - . 3 ,20 5 - 01n —0226 Phone 757 / Permit Type(circle one): aLDIN ELECTRICAL PLUMBING MECHANICAb ROM IN PAVING FENCE SIGN WORK DESCRIPTION c4L't,Ne9 AL , 30, LTh a "Ifiza (A(LM LQYr, vle__ QJL24 /,)/ Square Ft. Estimated Cost(value) 4r/J 4 - 4 co 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 constrction and zon ` g Furthermore, I authorize the above -named contractor to do the work state nature of C or Owner - Builder Date: '2(3 144-hA Notary as to ContralFtor CeCOitinti '1,Bu lder My Commission Expir D O�' , <`�1.i` COL =iLrj I ■Pf G a RADON C.C.F. / � r NOTARY TOTAL DUE/ PO - ** Fire Other Electrical Engineering State work to be done and par � se of building (by floors) d' 7F (c_. PA c i - 3 New Building Remodeling To be constructed of Kind of foundation... ... Estimated Total cost of improvements $.../a– - - Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor peared Disapproved Lam/ / z (Signed) APPLJCA11 N FO C1 Date Building Inspector i_) Chairman \Icrnber Member ...... MIAMI SHORES V LLAS BUILDING INSPECTION DEPARTMENT UDLDOING PERMIOT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . .... Registered Architect and /or Engitt • Name and address of licensed contractor....4:.. 2:a2 Location and legal description of lot to be built on: Lot Block Subdivision _ Street and Number where work is to be done Amount of Permit $ Plan Cubage Size of Building Lot Member Member Member Date... / __... / .._..._�_...._ _ . ,10 1 — No Street_.._ o CC .... .C,....,...Cr! PL . NNINC BOARD DATE and for no other purpose Addition Repairs � No. of Stories Roof Covering 7 c� 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 pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be .na rformed under thin pennit, as are licensed by Miami Shores Village. Remarks (Signed) ... STATE OF FLORIDA, D COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tru . Permit No. — _ /�� Date / Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is mode necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work Date ...�..._.....�� Owner's Name and Address ... eL,,,,2., .. Ra f s� ... No... ..._.. Str eetlY Registered Architect and /or Engineer Name and address of licensed contractor... Location and legal description of lot to be built on: Lot. Block Subdivision Street and Number where work is to be done /aa.� 1. ( 9 ^ State work to be done and purpose of budding (by floors) Permit No Disapproved (Signed) A and for no other purpose. A New Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ / 74/22 Amount of Permit $. 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 s t all the r s a specifics ' ns fo said building. All n ti s it reference to h build' and its.constru ion may . .fie.... -- !� ! - • .:.... /e.oPir , a l ' 3lda -- The undersigned applicant or this tuilding permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplem 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 obi notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors,_ n work, o be pert. , . . •er this permit, as are licensed by Miami Shores Village. Remarks (Signed)._ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described constructign, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated e, try L � Date Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida Building " spector / My Commission Expires PLAN INC BOARD DATE Chairman 6N � Member Mfernbcr Member Member ...... — .--- ._..-- •- -•--- _- - - - -_ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building PERMIT 1\11 11883 15:1„ Contractor F or Builder . ; .. '. s Legal Lot Bl. Description Address CAI6'I'RACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Work to be performed under this Permit Architect Subdi- vision DATE esS o 6 Value of ` Amt. of Building a Project $ r Permit $ �. r This permit is granted to the contractor or b der named above to c>lnstruct the building or to install the equipment or device described -tn the a lication herefor in strict compliance with all ordinances perming thereto and with the understanding that the work will be performed in compliance with an Tans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or d'rwings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. _ Signed: .. ,.; > - BY l, ..,",•••a.......,:,,_ INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliave with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptieg�, this es nit I assume responsibility for all work done by ether, myself, my agent, servant or employee. Contractor's License No v BY AUTHORITY 195