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1050 NE 91 Terr (2)Application is hereby usndc for the approval of the detailed statement or cute 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 Miarnl 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. /1 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 Engineer ............ ° � .,,,,,,„x„ Name and address of licensed contactor r,..dd .1" t:.f° 0 i, f A/� 7 3 3 , ` B d° . i3d- Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done /OS /tie State work to be done and purpose of building (by floors) tl� APPLICATION FOR BUILDING PERMIT New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $.... Amount of Permit Zone cubage required Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be bome by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The nwierigr,c.d applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennant•nt Supplem and has complied s ith the provisions thereof, and will require similar compliance from all contractors o ub- contractors employed y him in the work to be performed under this permit; and will post or cause to be posted .. nspection on t r e of t c work s - pulj notice or notices as arc required by the Act. The undersigned agrees to employ only suc ntractors, t.rk be per 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 construction, that he has caref Ily read the foregoing application, and that he did sign the same, arid that all facts therein by him stated are true. Permit No " 49515 Disapproved ....� (Signed) Date Id Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date _/ / D ry — No. ...L 0T d S Date & &,voF 4 c r/r't` • ®� r4:37 3 .�... ✓_ � _ Read, Sworn to and Subscribed before me. PLANNING BOARD DATE r r Notary Public, State of Florida My Commission Expires Chairman Member _ Member _. , Member , __ Member . . Member 1 and for no other purpose. Repairs No. of Stories B to me well known, 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 frmn the PlAnnir,4 Bo.od. A re- mmprction fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection oY faulty materials and /or workmanship. Correction Address Company Phone # Date Type Insp' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Permit No. So 0 t/ Name �1 /U For Inspector: t ! \ T/O �--1 Name & Date -p Time Date Name Addre2 Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n / V) For Inspector: , ApproSed Correction Re- Insp'n Fee f Permit No. r� A r iu 9 / 77: 7 xme ( FL-14 MIA I SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ° ' ' ° i-?, Time Type Insp'n For Inspector: 7 2J °©2 Approved Correction Re- Insp'n Fee %`4'%rL a 27 Permit No. Name y f ,r Address /?' Z3 9 ,� Company Phone # .- 7 ciyk Owners Name and Address Registered Architect and /o Engineer To be constructed of Disapproved (Signed) /I 3 : -o ,:/ e lam! / r i y� MIAMI SHORES VILLAGE ; BUILDING INSPECTION DEPARTMENT t i( APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur me 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.. ®c2:... :.? ._ .._.__..._.... ,19.._._ No...._... .... .._....... Street_... 2,1,, � ;1 ....• a n r . ._ Lot Block Subdivision ,.. Street and Number where work is to be don. ja 0 � .' 1'. ® ��/ .._.. Statek to done and purpose of build (by ). _`.E r - v:,, a T lb � .t x'1 :.' and o r n ao outer purpose. Ncw Bui!ding Remodeling Addition r Repairs No. of ries 1 _ Roof Covering ..f.g:4' .. 6 . . ......1. 71 © tic Estimated Total cost of improvements $ .. .,,AV..' . Amount of Permit S. V°r` 0 Zone cubage required plan Cubage -2 r d Distance .to next ne.uest building Size of Building Lot Maximum live load to be borne by each floor I hereby sub it all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. /o .. !.: -..a. .... V , f 4_ ` i. 6 Set9 Cam. L " Ir1' 4 ' Name and address of licensed contractor..... /. . 4°_ Location and legal description of lot to be built on: Building Inspector Kind of foundation The undersigned applicant for this building per:nit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Honda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub- cnntractors employed by him in the work to be performed under this permit; and will post or cause to be posted for in tion on t e site of the work such public notice or noticcs as arc required by the Act. The undersigned agrees to employ only such su • getorsor work to )e performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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 construction, that he has carefully read the foregoing application, and that he did sign the same, cued that all facts therein by him stated are true. Permit No.__.._ Date 3 /3/D .._._._ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Zn to me well known, PLANNING BOARD DATE Chairman Mcmbcr Member ._ Member — Member .. .. _.....___.._._..._._...._.._.._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'Lrnnir.g ho.trd. A rc•in.pection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date s SS O Job Address 6 us R 1 - react CI Tax Folio Legal Description lam'. 8 �! i �� oih3 q- 41 Historically Designated: Yes No lz CM— / Tenant GLC Per--f—taZOLS Master Permit # S C' 0 %) Owners Address in s- k 1S,, GI I `1 ex t° cc Contracting Co. ID iQ-(,U 1 9-0D 3 ( 1 AD C Address 1' 1 C ' Qualifier c 14.9,, C. " - ! SS# Phone / State # d t 51 1 G Municipal # Competency # Iris. Co. Architect/Engineer Address Bonding Company Address - �.— Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFI PAIVING FENCE SIGN WORK DESCRIPTION �A IL el•-) °C O _ • � � ti-- , C; +°• PP c) D k -u& -a w 1-1-crs - * Square Ft. ;/ Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE '70 DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I autho ' the above -named contractor to do the work stated. I/11114 . ,/ • /// ®9 of Si e ., y!d/ , C s. • ndo President er and/or ondo President Date y Commission Expires: ' w.. v ::', FEES: PERMIT RADON Phone (3, " j e of Contractor or Owner - uilde Notary as to ( ontractor . t Owner - : ilder My Commission Expires:,. C.C.F. 0 NOTARY 5., '0 t` BOND TOTAL DUE (--; h i Electrical APPROVED: Zoning Building Mechanical Plumbing Structural Engineer • r Contncor'3 ` atne: ROOF =Gill. A.YD sot► f DE'Lkas (Drs,► demos =� � 0 (tii Uc) L (.lfcr- C a r (LJ � � r G21'J GC'?'' � 512 =) 0 (M i'Arood. T Y? �-C .� �1 Q r— ) ` (Cty RQOF ; 'P z' Q New Roof 0 Re- roofing CRevAVer g Repair MM :a -sn ❑ (Law Siot A;-pil -IIcu) u Roof At= (t Sicced Rcai fir= (f) Tcc.f (.P2) 3L.� - ° pia 74Z): 7or'f AK —7. 7-18 Ft. Deck typ 1 TILVaLMS T Fastener Type DETAIL 1 Sc. 2 • dudes Mor:.•r sad AdScire Sr. T ie IZ Gd: Job .add.-=: 9 0 / Q/ - yearn cp ,� rTv7; FTcld: P:.C_er. Coma: P ..�� -i 1 1 1 ; 1 • ' i . : 2 ; 1 2 2 1 1 t , 1 t 1 / 1 1 , ` , 1 L 1 1 2 2 : . I 1 ' , 1 , 1 , , , 1 , . { ' 1 t ' , ' , 1 1 t' 1 ' 1 1 n 1 1 , t , 1 , 1 , I, t t' 1', 1 , t 1 1, 1, 1 1 ' , ; , , , t , , t 1 , i t 2 1 1' 1 11 ' 1 t ' ,' t 1 t I , ' t ' 1 , 1 • ' -------------- � ------ - - - - - -- , • , . • • ROOF PAY 2 : r 1 , - . 1 1 ' - _ 1; , r T E1 r I ILiL LF • t - - r , ' t 1 1 • 1 1 , 1 1, ' , 1 1 1 1 t • 1,111.1 r\ I' I' H•11) I X " I " rr \I'1'I•1111)l C "I' "Ill.111111(I•:I) O11'I'll'.ItS I' 1:OIl Il0O1'1 t:r)II.' il)I:I1,'', I 'IOW; ,1u 'I I ce won., lo tlti, s\ "1 "; 11 I'. Ilrc rc.sllonStltilily of Ilu' roofing conliaclo1 lu Iun•nclr II owner trills liu: rttluiletl looting; Irrcniil to IuuvIde 11:c owner Suitt' IIIis appendix ,uul to cticicun In 11Ic 1rnlcr 111c t cil Ibis Iuin1 Ilic luuvisions of Cltnitic1 1'I of II'c )nI III'1 Ioritlo I1n11(1i 1; ( , >utlt (`;I llt q govcin• ilu: ntnlunun' tr.tlui)cn'cnls and sl;uulvds of Ilic industry for roufui sysrcnt IIUI;'llnllu11%. Additionally, 111c following; item% should Ise ntltlressetl ns Intri of Ilic al;rccntcitl Itclwccit 111e uwnc' and Ilse cunlrncli)1 1 Itc urntrl's instill in Iltc adjacent box indicates IItni Ike ilctn I1as bCCII cxltlnt 9 O 1 c \rsl)trlit s \Yui Itnt:11101i11: Iltc wurltnu■t51ti1) luovlsiuns or CI'a1ticr ) oic fui Iltc 100110SC tit Innv1■l0111 Ilutl (ltt. 11111101R syslcnt 100:1S . 111C wind ICSISIIICe and svnitr inlrnsiun 11rllo'nlnncc stnittlnrtl5. Ai 111111 ( n111,c;unnrt ) 1;t111:1 111C nut a cunsidcratiun Icsltccl to wurknuo'SIti11 luuvisiutiS Atilltclie Issues ■ut.lt n% c nlui lit 11161lt:Klurtl ∎1011c;o;nlcc, III;1I me 1101 11;111 of a 100111; curb:, S110111(l be ittltltc55ctl nS p nl tltC nl; t:ctttcni llcIwccn the uwncr and Iltc contrncloi. 1... Itc.nnllinl; \Pond I)cclt : \Yltcn rc11L•tcing rooflnC, tlic cxislinh wood roof deck may lutvc In lic rtnnticd in nt.coi'Jant:I will) tltt•, cuticnl 1'lovision't of Chapter • 19 of SI IIC (1lic ruin deck 's usually tlnt tiled limn In Ic.luovinl; tln: cxi'ting roof system) Cnttiitwtl I(uuls: Cotntnon toots hoc which Have no visibic (lclineatiuit bctwzcn 111:t tt1tuiotl; rtttils (i c. Iuwnitouscs, condominiums, cic.). In buildings will' common roofs, Iltc. ruolrnl; ono auto and/or own(' should notify Ilte occupants of ndjaccnl units 1)1 roofing work to be Ir.' formed t I. I u nused ecilings: I :x1)uscd, oltcn 1tcnnt me WItt:IC 111c underside of tire. ruuf ticckinl; can be vit:wcd (tom 1tcluw. lltc uwncr luny' wish 10 maintain tltc nrcllilcctutnl nit1tcarnrxc Iltcrctott, 'Dufotl; n 1)c :Viols 01 Iltc tntt1CIS11lc of 111c decking may nut be ncccl'Iablc. ;ftu: SI 11C Iuovidcs II1c' option of maintaining doss a1'Iscatancc. I -E 5. 1'u111161g \Valet :'flue current roof system nn :I /or deck of Ilse building may nul (built well and may antic w;tlu lu Itnntl (ncetunuinlc) in Iow•Iyinl; nrcas of 11tc Iouf. funding can lie ad indication of sl'uclu';tl distress and may tcquirr, tltc Icvicw of a Itro(cssiunnl sltuc.lur;11 cnl;inLCI. 1 Inny Inult:n 1111: lilt. expectancy and 1'cifurntancc of Iltc new rooftng Pointing conditions may Hitt be t:vitic.nl 1111111 Iltt. original ruultstl; sysic.nt is Icinovctl. I'undinl; conditions should be. corrected. 6. Ovct Igor Scupjtc' y (roll outlets): II is rctluirctl ri'al rainy/Mc( Iluw oil so hurl 111c tool it iutl uvcilu;ttictl flung n build tilt of water. I'crintelct /edge walls or ulltei soul cxlt.nsinns may blut.k ibis tlisclt;ttl;t. i( uvc,llovr sctt1111cts (wall outlets) art: 1101 1110V1tletl. 11 Inn) bt n•ct:ss;try lu .11sInI1 uvcrllow st upprls tit uctultlance svtIlt Cltnitlt.l 21 uI Iltt. tit 11(', - 7. Vcnlilnllun: Ivlusl tu sltuclures should Irnvc sonc nbilil 10 Y0111111101111 riuiiuw Iltru11C11 Iltt: inlctiut of 111c slruclurnl assembly (Iltc building itself). l Itc existing amount of attic vcttlilntion shall not be reduced. II may be benefit ill 10 consider nddilionnl vutlin(; which can tcsull in txlcntlinl; 1Itc service: life of II'c ruuf. U n•nr.''s /s\L 111 S;;i till;unlurt G ' -,�,.. • Dalc C .' II;tntIut c Date No My Bonding Company Mortgagor Signature of owner and/or condo President as to ommissibn E •M. iSSION 11 CC 856298 • -'� °•= EXP • S. November*, 2003 t-OF Bonded Thru Notary Public Underwriters FEES: PERMIT b0/ RADON Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 0 Job Address M 9/ rergfeL Tax Folio Historically Designated: Yes No x Legal Description Owner/Lessee / Tenant /W4‘0.-672) RL 'i ®_ Master Permit # Owner's Address /OS O /L q/ 7 --€b Phone 7c ..5 �. ' Contracting Co. Ng-tell 40O s-r G / C_ Address Qualifier �� 1 a SS# Phone 73 �,t 96 rte_ State # 'iv Municipal # Competency # Ins. Co. Architect/Engineer Address Address X:%ti., Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL'OOFIN9 PAVING FENCE SIGN WORK DESCRIPTION /'& O Ui / e)- j TI 1,6 19 1 19 ji. )9 . Ayr m`? Awo /I i T7 LL btdiH- Pm Dv-CO Square Ft. (j ii de,/ (9, / ) 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 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. - ae- Signature; f Contractor or Owner - Budder Address /.A5 /66 1 Date No • to ontractor or eraiiidet My `Commission Expires;, � C.C.F. ' bZ NOTARY BOND TOTAL DUE i Date APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Electrical I Far Rcor Arc; (ft Sicced Rcai Aj-= (ft Taef (f) 3rfz ° =s eta. Exzrs c..tcgorf (Pc Asa 7-88): Em'"ciag (",criiication. - tegarf (r .�. r 7.2 ?) I i CLIIICI - aczo zrae: i U (T.cw � iccc ,� � � L'C'Scc) U 04 O i The) L �.ifcrr.*---, c Tile' r I U (. s) 0 (3fn.f 3.cas,Wccd Si ..t _, ) L (C ROOF TTP r. U New Roof O Re- roofing 0 Reawer4i2g ; l ., r ,.,,., n= Ft Ft D/ f: 2'00f'�d) Job :idd.- : / ROOF =GE AND MUM DETa Tt _C (Dr:w demi: Deco type: a TTA( M?YT Fastener Typc 5? 4 r'TNG 10QF CST- - r:yRv • p - ROOF PLAN - - 1 — 1 -. r 4 - - ; It 1 ;';' 1 ' , , , 1 1 1 4 , , 1 ' , 1 V 1 1 ' , , 1 , , , 1, 1 ' , 1 1 1 ' 1 ; I t 1 1 1 1 , / 1 ' , 1 1. 1 1 1 , , : , . 1 , , ; , , _ , 1 , i 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 is • ' 1 ' _ . 1 t : ' ' _ ; 1 , ; ' _ , ' 1 • 1 = , ; 1 ; , , ; 1 , 1 , , 1 , 1 ' , ' , { , 1 1 ' 1 , , 1 , , , , , 1 1 / 1 , ' 1 ' , , , , -- , ' , 1 1 ' 1 . 1 ' 1 . 1 1 1 , , , Feld: Pr..- aaese.: Ca taa: ; . ; , , ; . ; : ; ' , 1 , 1 , , 1 - 1 , , t , 1 DF,TA.IL 1 Sic 3 ' 1 -------------------------- - --- �_cedez Morr:r :ad Adbcire Se: rue 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) 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. M F 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 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. i F 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 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 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. KT 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 SFBC provides the option of maintaining this appearance. f 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. tit S. O :flow Scuppers (wall outlets): It is required that rainwater flow off so that cne rout is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 1 - 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Signature 5/4/ Date Contractor's Signature UILDING ❑ LECTRICAL ❑ PERMIT N9 LUMBING ❑ > 7610 OOFING wner of uilding rchitect ontractor Builder - 7; gal escription ddress of gilding Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Bl. Subdi- vision DATE Contractor's License No. Work to be performed under this Permit _ Sq. Ft Value of Project $ Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application -refor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authoritie-. This Permit may be revoked at any ne 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 anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowL.dge of the ordinances and regulations - rtaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work me by his agents, servants or employees. Signed: BV INSPECTOR In con.ideration of the issuance to me of this permit I agree to perform the work covered hereunder in complia: ce with all ordinances and regulations -rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. accepting this permit I assume responsibility for all work done by either, myself, my agent,,servant or employee. BY AUTHORITY 195 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • 305-795-2204 Date Job Address Tax Folio -, Legal Description Historically Designated: Yes No Owner /Lessee/Tenet } r / ^ Master Permit # ) ' 1 (( 1 . l X Owner's Address i ' ; ( Phone Contracting Co. t Address Qualifier SS# Square Ft. Estimated Cost (value) CHRISTINA ALONSO f,! COMMISSION 4 CC 924813 i=XPIRES. May 8, 2004 %��F ��.•' U�nw 7 Tlm. ,Kota^ i C UndatWrittrs Notary as to Owner My Commission Expires FEES: PERMIT - - RADON C.C.F " NOTARY Phone State # Municipal # Competency # - Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR I PECTORS 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 MEC) IANICAL ROOFING WORK DESCRIPTION: 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 WITII 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 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. r S a re of owner and/or Condo President Signature of Contractor or Owner Buil Jer Date f 'r;... CHRISTINA ALONSO *` ^OMt, •.: '6 413 Date Notary as to Cont ritp*� ner 01: May 8.2004 My Comrmssion ;,'; °•`�� UD1 °''� �''' Nctary Public Underwnters BOND' Date APPROVED: ,- TOTAL DUE Zoning Building,✓ - -- .f 9 } Electrical Mechanic:.1 Plumbing Structural Engineer High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION Master Permit No. Contractor's Name: Mainland Roofing Company • V ! Low Slope n Asphaltic Shingles Prescriptive BUR -RAS 150 I Other: Low slope roof area (ft ) fl New Roof 1 Re- Roofing Are there Gas Vent Stacks located on the roof? I Yes 43. • •r r Section A (General Information) Roof Type Recovering Process No. Roof Category Mechanically Fastened Tile n Metal Panel/Shingles Job Address: II Roof System Information Steep Sloped area (ft Section B (Roof Plan) Repair 1 1 Maintenance If yes, what type? Sketch Roof Plan: illustrate all Levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions l of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. i Perimeter Width (a'): ,.3 Corner Size (a' x al: ::: ... atal- - aL.ail'c at 1 1.0a - . • I Mortar/Adhesive Set Tile Wood Shingles/Shakes ( Natural n LPGX Total (ft2) • _....... 4.. r _ 4_.,.._. r .,.4. :._ r _,__ r _... r .,. ... .,. 4_. r_ 4.. r. .r.,..r...-r'•'-•'•_ .,..,. ry - -•: 4- . _r.•..•.4..r.,_4.• _•__; .:.,.... ,.. .,_. .,.. :.. • awe►. . . -.- . • Woo Na uG T7, Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application 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. v ,4/ NOA No.: 0-2 "40 Df Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 3 Pmax2: 27 Pmax3: / Max. Design Pressure, From the Specific NOA System: . Dedc: Type: - A-YJI/ 'ft 0.< Gauge/Thickne Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Py(s): 4F , 4-4S X 75 - Bps et Fastener/Bondin M enal: Ply Sheet(s) & No. of Py(s): 4F6 as ,eY fi P heet FastenerBonding Material: ,QSSrnD 3/a Ty/F' ,S�b �!" 43 r~ Top Ply: 64X G Camr A4IN6R42 50,4 - C ed CA>A $'A/EE' 7` Top Ply Fastener/ Bonding Material: 4s r 3/a T'yDe 4 *err /' A' T Surfadng• Fastener Spacing for Anchor /Base Sheet Attachment Field: �" oc @ Lap, # Rows @ ..2... oc Perimeter. " oc @ Lap, # Rows. @ J" • oc Comer. ' oc @ Lap, # Rows _@ oc Number of Fasteners Per Insulation Board Field Perimeter — Comer Illustrate Components Noted and Details as Applicable: Wood blocking, 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. GAF 4 s B4Sf" 4,c6zer Pay 9 h/OT.4SpiV/JLT ( R4 60, a 1( 0R)P 9 "s- v& • FT. AFT. • Parapet Heiaht Q Mean Roof Height GAIFGI ' ,'» / JtgAL Su4X4C .O CAA S ore E Metal Flashing at all chinge o0 Plano 5'Z 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 zs 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 ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion -rformance 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 ddressed as part of the agreement between the owner and the contractor. LI I 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be F = a iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida u ilding Code. (The roof deck is usually concealed prior to removing the existing roof system). X r\ 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or er 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 wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail enetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may u e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural 'stress 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 *nal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded 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 a• dance with the Florida Building Code, Plumbing. rI t 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be duced. It may be beneficial to consider additional venting which can result in extending the service life of the " roof. CADOCV ?IE- 14op1LOCAIS- ' %Temy\SECTION 1f2l.doc �l _1 12 Date Conine 5/23/2002 9:50 PH FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23t2002 8:49 PH FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 Deck Type 1: Wood, Non - insulated New Construction or R__ Deck Description: 19 / 33 " 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 Ultima Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dim 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 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45 psf, See General Limitation # 7J GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or anv of above Base sheets attached to deck with approved annular ring shank nails and tin caps at g fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the f ield. (Maximum Design Pressure — 52.5 psf, See General Limitation #7J GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF"TITE) # 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 # 7J 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 #7J GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) # 12 or # 14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) One nr mnre plies of (3,AFGI.ASO PIN 4®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 lbs. /sq. Ply Sheet: NOA No: 02 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/62 Page 18 of 21 Surfacing: Maximum Design Pressure: 5/23/2002 9:50 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:99 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:38 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:27 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:16 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 601bs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 v MM1AM >E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 5/23/2002 9:50 PM FROM: Fax T0: 3056685161 5/23%2002 8:49 PM FROM: Fax T0: 3056685161 5/23/2002 8:38 PM FROM: Fax T0: 3056685161 5/23/2002 8:27 PM FROM: Fax T0: 3056685161 5/23/2002 8:16 PM FROM: Fax T0: 3056685161 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 PAGE: PAGE: PAGE: PAGE: PAGE: 001 OF 021 001 OF 021 001 OF 021 001 OF 021 001 OF 021 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 11603 MIAMI, FLORIDA 33130-11563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, 'then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 0583/02 Page 1 of 21 v 5/23/2002 9:50 PM FROM: 5/23/2002 8:49 PM FROM: 5/23/2002 8:38 PM FROM: 5/23/2002 8:27 PM FROM: 5/23/2002 8:16 PM FROM: Fax Fax Fax Fax Fax T0: 3056685161 T0: 3056685161 T0: 3056685161 T0: 3056685161 TO: 3056685161 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 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 Yo" Dens Deck or '/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and 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 nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 1 F ROM ROOMS gISMIS ued a nd pvedortoot toed ace Oath th. with the ioirds Vput at the oaf SytestOt must be pbcod betoo the Os '`` of r1.' '•I to � � at • wow vox mow tt Oa > r fdAglAS"—*/ it aerAftflAS Ply 6 ���p ¢s , � :a the aass h, B oc gel mat base t� a St 't� Str+'s"+ dew aad. mOi eto to be et MO* gilas mat base sheet MOWS .into �� s73 Sass *Wiled mug§ side &Mu deebl omdliteseetitited dot et whit Ooss Woo t fly e or Toly d'') es the milled base obi helm bs d. '°P�iO`tsocetste T' AO Ameba imiitstedaAllosotaidarts may be 0 9c fndodas 'WOW , 1�Ltffe as get Oa � @ to .�aatls fai 8� dos tap* to the Tom' � . ai'� �. oh' dat es. �,�,, yeliatq*t�tt��'k. lotod goo o� . re z� "" � sut� t4 e. ` � t iara tomeotiVeis tab* l lte w et tale, id bow [ Oti bawd TMams., y Rio um at rAgerpira imsaaS sa' "IS Stfit‘ 1aP 9 0335incallon s. ofil g fie Tay of tet IntiffoAos 'MOO fist Wan gig thumb* Bose Sleet cosy be vsad hi imy .te tile Medias stab - Titmofi?oS for oaa with cop* ond.gloot Mb to mediae* tiorogn ~- tt lemtgl o w .gam oc amsm - tom, atii"Ga►V VOWS p6Y to zit. 14 tteelai r . WM" (Opth139110 an Ot 452.1,itAtt, Ottate•cael;witefd epubtitt stood' � A.. !DOOM KeustStsfeted Cap See. 6•. of Type t me or talSuA's� Cap OdeVP T � �� S o is Shoots tt �of L!, a gssa Doe at mm. T t of 6urEsoed 'Oa& Clarteot meet latelrgesilte. wood Om, gloss uoC ills � o + ate' ribet Whom composite � ,. • tad' Woo** . 5;;;2.: aF 6.1. .� 2 •� :Q. w � � ✓ � + 133 ROOF S hia itoboold t wasted � She d% � o4 1 • . Std UPS s i rime: • .g �' sl avi ussistos.kaptumaty, oat net isocranurga- pp. M►ppd� 4 , • GA1 . of Vo IV TM►D wsac +� pyttisa4K'sfl'. ' :. riy Shoots P�1N b ap • Typo & 141n�t road Kben tt.da Graz y �p a oloi • fitses. meant osemosite. wood 02414.4". RtitittintRO CM et owe dose Sheet Two Of owe a(' f ti► or . • .mod y e� g!iT cap s . opt t : tteda f o a n swab Iwo .. COL 'fa MS IVS124511001 UK WHO 004-11411 194144112' mu0d. RIM coption4' Got et mom PurecospoitL war„ stom ft ane eon Ifood G mcdtpBt.ts , ordAMAS r ess..Thstectowtivasetze, .. "*16611t G$ItittletiON 301 MID, OS %SOS beyac E3 yaw 2 . . landatfoo Q400144: Owl • \ ISVotttingt Geputy lOdosteied 'at FS *bolo= Cod CAW( it.*-0 lasotottote One ar taro t x'" �. OW 2 cospook wood We hi OW ,��er► Z fie: �. . � a _ taro 4 oleos E gi 's" � '�' °`' ''• e !Cl ta. 4' se Master Permit No. Contractoes Nam!: Mainland Robfing Company • / I , Low Slope El Asphaltic Shingles L___ Prescriptive BUR-RAS 150 Roof Type [11 New R f Re-Roofing E Recovering Are there Gas Vent S located on the roof? ri Yes Low slope roof area (ft. i Sketch Roof Ram Ilustrate l of sections and leveb, clearly • Perimeter Width (al High V - -- - •1 • ' -- - -- . . . . . . . - - -- - -- - - - -- . . -- - - -- t•l• - --- - -- - -- - - - -- - -- --- - -- - -- - -- - -- - -- - - - - ---- -- . . . . . . . . " 4.-4-4--;-4-•;-; - - 4 -- : - - -- - -- . . . . . . . . . . . . t - . . . . ------- 1 . . . . . . . . . . . . . . . . . iocity Hurricane Zone Uniform Roofing Permit Application Form IAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCAT1ON 41 Section A (General Information) Process No. Roof Category I Mechanically Fastened Tile n Metal PaneUShingles n Other: Job Address: Roof System Information Steep Sloped area (11. Comer Size (a' x a'): Section B (Roof Plan) 1! 11 Levels and sections, roof drains, scuppers, overflow scuppers and overflow tify dimensions of elevated pressure zones and location of parapets. No If yes, what type? Natural E LPGX 3 Repair Ei Maintenance Mortar/Adhesive Set Tile Wood Shingles/Shakes . 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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. C-- *�/'� NOA No.: d.0 of Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 0 Pmax2: P 7 Pmax3: /3/ Max. Design Pressure, From the Specific NOA System: �7' �• �i . Deck Type: fL 4A /< rA Gauge/Thicknes;• Anchor/Base Sheet & No. of Ply(s): Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 64r64 ' e Fastener/Bondi M anal• 10‘ tesio Ply Sheet(s) & No. of Ply(s):, 64,6 e0-1 Fib Sheet Fastener/Bonding Material: 4S774o •3/a Tyect' Rio t 4Farop1/494 r Top Ply: 64X G cM it4 /N4R4Z 4S "4 Top Ply Fastener/ Bonding Material: /9 I'M ! 312- ppDc 4 H6r" �A/70L7 Fastener Spacing for Anchor /Base Sheet Attachment Field: _4: oc @ Lap, #! Rows 4 (4)120c Perimeter.. D' oc @ L *p, # Rows @ ' oc Comer. ' oc @ Lapi1l Rows _@ 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 Gleight, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 ?Did Chapter 16. G 4FGLAS $ BALSF 'TFGZOT Pty Alor4sioN44.7 G4l v4N12 e•4 aG 6u, ede.e oR) f • FT. IrFT. Parapet Height Mean Roof Height . 02G GJ /T 6 • » mut AL sveixfC CAS S0/47E7 • KARR] S;r OR Metal Flashing at al change o4 Plane • X SECTION 1524 HIGH VELOCITX 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 "{ding Code, Building govern the minimum requirements and standards of the industry for roofmg 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 plained. 1. Aestheti ne) are for the p formance standa provisions. Aestheti ddressed as part 2. Renailin ailed in accordan ilding Code. (The 3. Common Hoofs: Common roofs are those which have no visible delineation between neighboring (i.e. townhous s,1 condominiums, etc.). In buildings with common roofs, the roofing contractor and/or er should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Cilings: Exposed, open beam ceilings are where the underside of the roof decking can be wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail enetrations of the u derside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural stress 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 *nal roofing systei<n is removed: Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not rloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wap outlets) are not provided. It may be necessary to install overflow scuppers in a . • nce with the Flo da Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be. duced. It may be beneficial to consider additional venting which can result in extending the service life of the of. ent's Signature C_ DOCIMIE- ostALOCALS- 11TragASE s- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane u�o of providing that the roofing system meets the wind resistance and water intrusion ds. Aesthetics (appearance) issues are not a consideration with respect to workmanship i ues such as color or architectural appearance, that are not part of a zoning code, should o the agreement between the owner and the contractor. g ood Decks: When replacing roofing, the existing wood roof deck may have to be : e t with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida roof deck is usually concealed prior to removing the existing roof system). 0 S24.d.c Deck Type 1: Deck Description: System Type E (1): All General and Syst Base sheet: Fastening Options: Ply Sheet: Cap Sheet: 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 5/23/2002 8:38 PM FROM: Fax T0: 3056685161 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 Wood, Non - insulated New Construction or Rereof 19 /2" or greater plywood or wood plank decks Base sheet mechanically fastened. em Limitations shall apply. PAGE: 018 OF 021 PAGE: 018 OF 021 PAGE: 018 OF 021 PAGE: 018 OF 021 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; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 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 —4S psf, See General Limitation #7J GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAR1T1'F) #12 or # 14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTm 6, GAFGLAS #75 Base Sheet or anv of above Base sheets attached to deck with approved annular ring shank nails and tin caps at fastener spacing of 9 o.c. at the 4" lao staggered and in two rows 9" o.c. in the felt. (Maximum Design Pressure —52.5 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) # 12 or # 14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximums Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTTTE) 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 psi; See General Limitation # 7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) # 12 or # 14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) One nr mnre plies of GAFG1.AS6) PIN 40, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23 /02 Page 18 of 21 Surfacing: 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 PAGE: 001 OF 021 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:16 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 Maximum Design Pressure: See Fastening Above nn+ etc nn1 (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 am application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 5/23/2002 9:50 PM 5/23/2002 8:49 PM 5/23/2002 8:38 PM 5/23/2002 8:27 PM 5/23/2002 8:16 PM FROM: Fax FROM: Fax FROM: Fax FROM: Fax TO: 3056685161 T0: 3056685161 TO: 3056685161 TO: 3056685161 FROM: Fax TO: 3056685161 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 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 1/4" Dens Deck or Vi 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 fast layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and 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 nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 ‘.. . poi comma wawa (e)• soros ST96 06111)--Contiond an d cialderame Wad me ~.6 le.whAtim inistsikthe is'pest et the toof *Om, it. most be *aced Mho the 00 of IOWA Pki 0 er-fitor totorbo t ogloi to *lift Rade Shot' orri bs sestasdcaits attadlati St delis aid as a maser war siteasl' ii ma *ghat . ItisdialrouZlettiltad SS a ewer boot ovetIVEPAUMtr 4110 Ono& MT SOTO VMS Kai ROOM 16Piteus ionsmitiona shed vitemslnerottfaborr ollhfiGLAS l' Statrraes ikftAns Kg el in dos Gass A, 11 OT trot Olt / 6 tic cjejtirt a - r - 1,41 astrwAst's=ntitbast wishatur— tisitisstsf1P7A—s-is4stiv and aaitabla to as pi= glass last bass :bast 1614 ors use Use Shear el KOOS Ventb•Ply) idechedrole am dawa. •holol .._:ia.,satelitattAt Ost CS, sopiab. 090 Aber piik shalt it if or ''' itt in Is tbe reed base pip is lite Wag s. w oe t ie g low-aissirsut/ botoOd isesspset. sec zaPparl or esethesies* 7 Ass othestairaffiat4 *WOW* rany be bat slopped amacbssdastly ,11111 fit$0/6 VMS"( !!Ilasbeivitr say as. used fta todfitscia ato at tbe tless riga Sweesa:161 m'''' - i • do Indodas TOMO KiimAtilev Of OW 0 it t Siiis Willy beiblo. IOW stone Of AIM we tadtsbie &wastes tor gaol% etti Otte the 1,4, blif Vi.• matt tooleten. World amearfleit taloa nab est timmtdepet- woad, to be istiattal tam to the deloetn; ($ess A. 3 ot 4 : sysonas Om& was t.15112 or IA- (cc soom4-Ostit. ' of Wilmot mitt node smi tithe isgavia A. 3 or C.splaws es ratt odors* Ala the view lbe est-of VI tn. ado gypoot told is Amsotsbak Annette KA 1.•-. ever relfit3o iktdo. or tea * ordoloone irewad ___,boarso Warms ores V. is. IUtC bowl et dots sac - tositi gagia; toommosie -op* 1 is i OAto attentot Pm ism:Wiest* east In tha Maims -Class it. V Of WOO bathOOO OK. VOW' 'awed tsottowl SA' and fiAg9iP espoaleie IsrifW astir:WWI ict *IV m 1•0qm... imitation in y of the Sows • VIM" "CM Mor toy be *hod oeitb loY of toe KitiodorPoptudtrett alewife iklbfwg *half. NOM ima ?nolo' Use Stoat awy ee wed An saa at Om frOdnitotl Mens - .. CaS1 k 1 1" C. wafirai btaaton TOtsoefiso sepia& iet sea ler Wu& end lass Ma w shoons. ..-. =dome compatin. wood Ittos Orrotooke- 7 Stmagthirs,to or one Urn lype SITAgalaily V' it? VOUS Ply ' Ukases. sa.as eZitaavd- WO:a t ' .. Sassalath, (Optica91)s flee at empattoosavossetiness pette, samax4sizoolphelst Odd 04113/ loSam $ bodges tentlomos one Id ondvesta:lbocrivatattloyeto PAM !Oa A I Tot, flos, Wepaiisate. mews, psetearages thlot O&M tomPftte wood ffewfmoofootfato toogoorto. StmetslInsoca MOM itootolsOe '64/6t4PIO 0401/614# Oddness; • at et ere *a liVfe uturs 2 stitatilmatoczA=4= toptArtairstepanatryess peeahtstate.fbett Ws A Vasook9stizt Cop Sitee• L • • - - • *_.• -1 Isoalattoro One or tot WM Isotheos r, those. hot tipped. Ogisg• 132 133 R001 COURIMS WOWS OEM ROORA,S51136 (16M--C"thlited rty Sheet Mg Gessifted covet • !aip Sheet (Ogotto4t Red rosin pattagaitod to deck.soter trairibe San Wet eat %ovoid V 410004 .% e 61 `UFOS EIS Bose Swot'. shoot goo or smostries ortvoosVohus ftvz GArais PV asUesu Oat tar ri Ala 6 %nevi Sakai' Cep ' Sheet'. . Thsai OVIZ OT Wag OetrAtriSuldenetegigoon=, grattoe:acHatta. 9sstetsaisocarsamsta casaaostts. taint loss piC:i latats it% 4 Base Sheet One et mon of Type ta, or Ia. _ Resoirissee Cos or maw twits a/ ditutercadlor Pogo; toltnaut21- lobotoid 'code Vas' tonodisVtabesold SW (smooth .or gook) or et-e&C"."")Iditissiattos5r-1.S/32.479 Plilf—ostonsi4vtill-anitilseilone.5111"dot 112--.114°1"..111vareliwome .igit-courato.woodw9;:et• Otos madam compost% wood librer/itagraosate corepeolte. SW isagsatuatte. arstaaast. amiii.-- • 14ty Statat (010041 Oft 4g-ZZ 615;00, gratatial Misieraw Out tt waft tarn or fla/Vv." ( C. ' ntahetoid latch Mor tatateste). %AMMO Moir tt000th to Otenott or "Reostotd seratarlAsitZ. Base Sheet Iwo or swat Ts Whin 1 1033. tbiebiesS. • tip Sliest Ssaitazesi Cap Sheet trot soseri 020 S usdisc Nom iSOCPPINWIlk ittriats& _.. . . t tottionm aomoosIte. woodllowfoonleawww.ata arri .rif Sissels Tors a Is= ibrirs a Wfwa at "SOGIAS ttf 4r•ut .GAIIG!.46 .. • ' • stack:arse. . fiber. isoeyesorate. uretbasie. _ _____,N. cossig . inuratbanathfangss.sadoncemmtimaisatie:wear ill s e sig_pet er tolowaro laZi egi ilhe vc" IT" inot Sheet Iwo owe Imyess ofZatirldal too wombs . Cap Sheitt . . swage* iscesslap tofitt laqOP6'... • Dodo CAW C124 C less/sea (Oottramt): One twerateatoisecrignitelayes oodite,0002.d iihm; wisdoms ecengamits.. wood. Wowpww.-- ecovesle, am, isectraturits, urethra. __.,_ Intte at mate Woe oflype tr 61gGRFUKS lily 4' *VAL* . ditchness. homimeon, (Opthatailt tale saapestateisotvaguattiayass coted/oto.fibet, • t. se* t..1:43 stegir 43 .4A5GIAS ) os t ot lig *mu erialia s= rir a egt.;tiet JAY 6 " iteeduanm Ont at WM *so of calanuuty - itssessold Pee itehatog loodsllet Waoio),"rofbotolif sof isuK • sorbilsoespodot hooltro most to Itillge WM %St istqlmis COMM& I.• OwdoussispoC4St3topoonaw—,_ ei i f4wo l l ortihROS e: 111- caisposu exc. 6`. Uouss ii1silanit6** lereid L`"vranciagoste compostt compostm Ptif SttoUltwer lefileAVOistlype Wrselai5 fly %Wig C.bot. Mott es:th oat: Ilitesatoy Soitadogit Goitt. 116101) StS1015 • • • k wean coopoitia WamteolifsetProslaa calVallaa:Ptiaadr' 214 \ I/ T A ; octian o Qat col COSSAVOSS OW* • SIM fiber, tamr- 'VOA IV ot"9461X1 StitIMIT" bp* efilat6 it 4. 91 %°4414 9441 Pki Shaele That mao isyme Us itc priests Otolayollio 10c' ire) 61) Shed -Soto/top InOtistat$ Alotttto Cog Claralf st 141 effy, 126411° 2 wood goo to COO /1••••■•■■•■••■• Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2002 -1227 Printed: 7/12/2002 Applicant: SUSAN Owner: SEPE JOB ADDRESS: 1050 NE 91 Contractor MAINLAND CONSTRUCTION CO Local Phone: Parcel # 1132050010340 Permit Status: Approved Permit Expiration: 1/8/2003 Work: REROOF FLAT ROOF RESIDENTIAL f Building Permit SEPE SUSAN TERR Owner is Responsible for Maintenance of Contractor's Address: 1910 SW 134 AVrpll Village =yams as per Village of Miami Shores Code of Ordinances, Including Driveways, Caused By Current Construction Activities. PB 9 -141 LOT 8 & W1/2 LOT 9 BLK 2 LOT SIZE Legal Description: 5 53 42 WATERSEDGE Page 1 of 1 MIAMI SHORES VILLAGE NOTICE Fees: Description Amount FEE2002 -3842 Building Permit Application Fee $60.00 FEE2002 -3843 CCF $1.20 Total Fees: $61.20 Total Fees: $61.20 Total Receipts: $0.00 Construction Value: $2,000.00 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 for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted tc 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 a-e witcLr authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility fx a trro:r4'rrrsri ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or sw..•` %.atrc: tar re Lyra -c - .,rr. tr Amer dem* by his agents, servants or employees. Signed: ` INSPECTOR t ) BY: B In consideration of the issuance to me of this permit. I agree to perform the work r wnre heft: ps t^ a vv+.: �e� `f Y _ r ; s . %4. --,• ■• with the plan l. drawing.; sL3,ementr; or specific ;ube,flter, to the wow: ; fl,,, • , • , f/ ' , . esm • , rn�;r; rr,/ 8 �•:nt rqr' /r ,f'. , Jr r;mployr:f, ..�r4MRS ' %► ELEAZAR GADEA 160 N.W. 120TH AVE. MIAMI, FL 33182 -1314 Pay to the order of ACH 063100277 For 05-01 BankofAmeri . ■r� Date 1 (� 1:063 LOO 2?71: 00367062824611', 02 LL 211 63- 27163t FL 942 Dollars 8`�"