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720 NE 94 St (12)PERftIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job Address 720 N.E. 94th Street Legal Description / ',L25 6% 4r /,,f - sue 3 Master Permit # 0 CAN Owner / Lessee / Tenant Owner's Address 720 N.E. 94th Street phone 754 -7376 Contracting Co. Quality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho SS# phone 751 - 0382 State# RC0058627 Competency# 17889 Architect /Engineer Address Bonding Company Address Mortgagor Address Tax Folio // A?D6 /5/ /74V 3 Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Tear off roof to wood deck, tin cap 30 ib. felt paper as per building code, mop on with not steep aspnalt 9u lb. telt and install metal eave drip around the eaves of roof and install tiles S } sW"5 C (n.� - r rlat root to instal! Tiber glass dluminum painted roof. Square Ft. 50 Estimated Cost$ ■4IA►4I a i. _ — - MI AIviI SHORES VILLAGE, FLA. N° 6290 JOB ADDRESS INSPECTION LL TIME READY REMARKS: — INSPECT° DATE r as to /Contr mission Expi - )09g, Oth Electrical Engineering IZ,ODo.00 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. I certify that all work will be performed to meet the standards of all laws regulating construction in this required for ELECTRICAL, PLUMBING, SIGNS, nformation is accurate and that all work vs regulating construction and zoning. do the work stated. lure of Contractor or Owner - Builder 1-/6. • : n a ' _ MY COMMISSION N M 714214 '' as WIRES: Octobe1k10, 199,3 . ;P' Bonded Dm Notary Public Underwriters NOIICt OF COWALNCEMLNI 1 FLA. 77 LAWS - Feria.13 Return 't1.` (endow .setf•eodressed stamped envelope) 1. `" Quality Roofing Contractor, Inc. 251 N.W. 99th Street Address: Miami Florida 33150 This Instrument Prepared by: Quality Roofing Contractor, Carlos Arocho 251 N.W. 99th Street Miami, FLorida 33150 Address: Property Appraisers Pucel Identification (Folio) Number(3): J/ 3020E it/ / 700 3 SPACE ABOVE THIS LINE FOR PROCESSING DATA General description of Improvements Owner Kel Huston Address 720 N.E. 94th Street Owner's Interest In site of the Improvement Fee Simple Title holder (If other than owner) Name N/A Address Contractor Quality Roofing Contractor, Inc. 251 N.W. 99th Street Miami, Florida 33150 Surety (If any) N/A Address Address Any person Name N/A Address Name Name Address Sworn to and Expiration Date: 9 - I D -ca S.ITdnoIs Foinl 4OY 1 Inc. J Owner N/A making a loan for the construction of ... Gma MARYLOU HERNANDEZ MY COMMISSION 0 M 714214 EXPIRES: October 10, 1993 Bonded Thiu Notary Public Undo:wrfters 92R288735 1992 JUL 23 111:18 STATE OF FLORIDA k COUNTY OF DADE `+" ' Z I HEREBY RTIFY that this is a tru py of the S original fi in % •s office on cta yiof nd Official Seal. a81w\ / ` vl ARSl1 a:i. aULn ill. SPA Notice of Tun�nni u anent (PRE PAF{E IN DUPLICATE) RECOROINO DMA G.C. JIU Am it mug canon: Building Permit No. 3.25 20 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property (Include Street Address, If available) 720 N. E... 94th Street . . H.5. Sec . 3 Install new Tile and Flat Roof the Improvements: N/A Person within the State of Florida designated by owner upon whom notices or other documents may be served: N/A Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). day Of Amount of bond S otary Public 19 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or Inc plans and specification; 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 Villap 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. yy� �9 p // 1 Date !' 3 .L_ . 2 !, / 119 - .Ls� Ounce's Name and Address' f� 7 . Q . . _ No.,�ra�+ ... Str eet �1 t 7.... �' ^ Registered Architect and /or Engineer t , „.- ...,••• ,,,.,.,,IT., Name and address of licensed contractor 4. Location and legal description of lot to be built on Lot , Block Subdivision [[ LL Stzeet and Number where work is to be done....,... N c 9 44 State work to be done and purpose of building (by floors) i 1 t r '( -I-- (3r A-1.. -1 r o . ( J ; P 0 ).) . _ r op C , .W.! .... A..._4 . - ..,x.1.4 1x4,:1-1- s.,q' „S.r e- / rob Distance to next nearest building Size of Building Lot ,. .., Date.._ T .... ...._,.,_.. .... . . and for no other purpose. re. i12, f Ncw Building Remodeling Addition Repairs ✓ ,.. No. of Stories / _ To be constructed of Kind of foundation Roof O vering... -p4 (2rk✓ Estimated Total cost of improvements $ ..1.i. SSS0 . ! . l'1 0 Amount of Permit S.. 9. Z � , Zone cubage required .Plan Cubage Maximum live load to be borne by each floor.. I hereby submit all the plans and specifications for said building. All noti es with reference to the building and its construction may be sent to.. O . . VWC).Yyy c ti. O.s Z( Q t 2 4 ;4 Mf r Pk, ..3 .I4 Z . Notary Public, State of Florida Building lnspcctor My Commission Expires The undersigned applicant for this huildjng permit 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 Sip {dement, and has complied v.ith 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 performed under this permit, as are licensed by Miami Shores Village.. Rem,uks S %LA- l S (Signed) STATE OF FLORIDA, COUNTY OF DADE. s$. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared T 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, rand that all facts Permit No therein by him stated are true. Y S Date......' 21te Read, Sworn to and Subscribed before me. Disapproved (Signed) PLANNING BOARD ., DATE Chairman Memhcr , .._ , Member , Member , ., Member .. , .,. Member r ..._.., ,Council Approved Date Disapproved Date NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval fins been obtained fmm the 1'l.innii.g Board. A r(-inspection ice pf $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 d' Architect Contractor or Builder Legal Description CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT Lot 11 B N9 5790 Work to be performed under this Permit DATE Contractor's License No. •-,(` Subdi- vision ',- ,,` Address of --.4 Value of 11 Amount of ,,,,": " .'t Building ., , 44 t. . c Project $ r '''. ' ' 1 I Permit $ '-- This permit is granted to the contractor or bailder named above to construct the building or to install the equipment or device described in the applica- tion 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 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 drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. $ \ ." • 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 ac. ceptinq this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 19 ABBOT 'CfStr.' Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -381 Printed: 3/19/2004 Applicant: SILVIA PERAZA Owner: PERAZA SILVIA JOB ADDRESS: 720 NE 94 ST Contractor ALL IN ONE PROPERTY SERVICES INC Contractor's Address: 14040 NW 6 CT Local Phone: 305 - 688 -9550 Parcel # 1132060141700 Building Permit Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 14 & 15 BLK 65 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -2943 Building Fee $250.00 FEE2004 -2944 CCF $1.20 FEE2004 -2945 Training and Education Fee $0.40 FEE2004 -2946 Technology Fee $6.25 FEE2004 -2947 Scanning Fee $12.00 Total Fees: $269.85 Permit Status: APPROVED Permit Expiration: 9/14/2004 Construction Value: $1,700.00 Work: RE -ROOF GAF BUILT UP ROOF Signed: (INSPECTOR) Page 1 of 1 Total Fees: $269 Total Receipts: 10 WAR 2 2 PSI® 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: ROOMS Call)—Antiagied taxa-board end; oge•offiwit.tfla voliV4holoihts hail* if . polystysona is of the .system, it .most be placed .beice -the Wilmot boat& muttiple plies of 'SAWS ptif e or I'Ply 6" may be adhered to cr fo .hot asphalt SIAS Statement Mailable Bus awe may be mechanics* attehed oft lopped over noncombustlie &dor and as a recover over adding ea, r&As Pulite Insubttoo_ may in utilized ass cuter booed out •EllENUARIr don b. any of tha MM. Warns. ASPHALT FELT SYSTEMS WITII HOT ROWING ASPHALT e Gt asphalt gbss mat base sheet ("WM S 133Base Sheer ot"GARLIS halm= Base Sheer) is a ble altensate for "lYpe 61 Mad qIaiss pip sheet (GAFG1A5 fty 4' or 'TAMS .Ply in in the-Gass A, i or-Cseof ms indicated below. . . :toot de& swank be covered. wide. a Tps it uph*_ Yles mat Isse. GtE61:5 .fembPIA. .at MMUS States* • fat amiable dear, Psifcratmd to be mopped and mailable to be attached_ gawk deb ders. in L', 'GAEGtASI8� 11 a b r ake utsG sluj s t =gri ailabbe decks" lolly be substituted fbr 61 mina gbss fiber pV iLAS. My og "GAFGLAS. Ply. r). as. the nailM. base ply In the folloWng. lam bm ply or base sheet miy be sold mopped, spot mappers mechanically eteasherwherfncitatect alibsublforis may Be hot moppedor mechanically rad. MAE fts "Rdscoiti emi Ogee tor eirshhg towage/Chess C .g,stemehelost t. ; • • • • it: Indite edereomilL .thfiTsidode WIMP .PSIDdialeorar any !1St fiessiftextvertibelasoledist:' • • • ••• • dal stone or dag are sultela'altegaites fO 9VaV1naay�ftba�USA. C systems Isted. icture cement fiber buldhipsnits arec'onsidered.seitablato-bnioduded hd hi de Mambo tbskit,"B•ort system SW over C-23/32 or VC. essatexposo erftokhefoNowiretoss kit'ar‘ e deial estedgesely effect the latine, The use of 1i21 eeds mum bunt is zeptehla altercate for losulatioa over C-15/A2 decks; - deck uft rose papar (perlftiletia, papier' /pulite); is a us aItyisns badge° hoed hesbatena pedite hoard de alternate for fsolyanumta. baud fa. tha Gus A, 5 Of C • - REM ? Isotherm RP'. WAREN/ Thpe.d Isotherm ifff an AFTEMP ftesulatibse fo mat of tk_ „.... skull Moe soiy heckled widest; of tho folioed% 'Asphalt Asit as with Hot Roofing Asphatr. ;LAS 11841 feentilme lase Sheet- may be used 1. ary of the following as. • aide. "" nesfinguphalt.foresowideorganiceagingfettarmodifted w as. class . eta CrI5/31 , kid= 3 • • • insedatton (Optionekt On or ,moist laYsirs berftwea fibe6 fibec isocyaruate, orethamS petito/Mootomoote ftnPol_te• %methane composite, wood troorilsocyanurate .composita Pena • anY Nauss. My Sheets Throe or OM *on pi 61 "GAFGLAS Ply 4" or VAL% Pty IF, hot „mopped. lutfadoP Gaya Ids C-15/32 • • . „ „Iodine 2 bestslades (Optleaal}t One or aeons 'ayes petite; wood fiber, Vi Hien IsOCylOttla% efilme. pedite/isetyarturate composite V irathane conspostte, wood' '7U--.4xsu composite, atly Moms Gimes min or more byes Type 62 1 6461..ASTly4" 9rTIAF6LAS Pas . . Mirti en tee Ufa G3 tAkiS ;Biel Cep Sheer. n inetiose .(Optheaf Ons: or mote . taws •-pertlte, • wood-11 i b7 er t lb ;e e- yma, methane palite /isocyanuato composit adhum composite„ wood fibelisocyassumte composite, plonn 2 in. beet Two -or mom-layetslype 41"61T6LASIty .4" orlEAT61,3-11y. ap Omer am bye lype 63 'CAMAS lame Surfaced Cap seen • ce NC • bdines 1/2' outirtions One or two byes "Isotherm R', 4 Tn. max, bet moppet ROOM MIENS (IGRII—Chntibuert isystrotAnytt Cassias' d gong seamed Elast.k asphalt glassilter Skagit One re moor laws once 61 'Wad Ply 4' re CAMAS Ply Cap.Sheets One lays orlYpe 6.3.'64E6LAS.Minere Surfaced Cap.Sheer. Dodo C-15/32 Iodine 2. lasulatbas One or mote layers pedite, glass fiber, tocyanutate, urethane, compute pedleilletIMAII composite phenolic 'She ar &ha. lase Staab Goa es mom bps otkipa 41.654" 63.. Mombasa One es mom byes of %fted Tomb' (smootk or gamin). ituberold Torch Plus' (granule), "Ruboroid Mop' (smooth or granule) or %bead Noe Fin? branubs. Cap Sheets %MIAS/lomat Suited Cap Sheer, hot mopped. Deda-E-15/311. Wines 2 bullet= (Option* One or more byes whist wood Mimi, fibes, isocyanwate web" _perlftefisosyanwate composite, methane composite, wood •-MmtU- .m—Me composite; • trickiest: •• Sue Shute Xs at mow huger GT or SIL Mt Skeet apefitienaqs las or Ma • OtType Itambignes Owe MON byerrsolibbemet Toter tsmoodrer pond* IsdassidTeisk Plurfamendel, lbsbeseilMorf.(smoode ipande) IhtbliOldl!ther lanumig); Cap Sheets itntA.5 Went Surfaced Cap Sheer, hot mopped. Deck Iodine 14/t losulatior Aden* tine or moat layers pestle stood Mu ales tempt" enithane..peittefisocanoratecomposite. temposiht.esselborlimeyantedecompoillit. thiamin. Phi Sheds PAS Mee layers -of Ilya 61 WS Ply 4' or %VMS Ptei D a S "64FiLAS atioerat.Surfacid ha mopped. Wines 3- losulatkus .(Optlosalk. Cos at mom byes WOOd Choc perNefliermaswahtsompasft. Pub iodine 1. Slip Sheet (Optional) s Red rosin paps" nailed to deck. lase Shute One bye et Type 62 'DAUS VS Base Sheer may ise oaks* Skeet ens it Inn *mot Type 61 4' a ihRiLASPly l's Sheet Ong layer oflYpe 6-3 %.FEW Murat Surfaced Cap Sheet'. - Sue Sheet One War of Ism 62 1 64F6EAS413 Base Sheer. P.' LOOK FOR MARK 04 *ma methane' composite, wood fiborilsocyanorate composite, thidmess. Bus Sherd 11 or more lairers of 1Ype 61.62 or 63. Ole or mom byes of '••Wd Tor& (smooth or granule), %bared Tomb Per (graoule), 'Medd Mop' (smooth at pude) a tamed Me likebaranate. _ Sufased Sheatotmoppec • • • Clue C 1. Bub C.15/32 Iodine VI Wuhan, (Option* One or mans byes partite, wood kb% fib's isocyanoratc module perfftetisocyanomte composite wawa composite, wood fiberilsoconunte composite. thidcrsese Ply Sheeklisee at own lees of 61. Ply 4" ce."64Fratn MY 01 . Sessigdage pecial Roofig Billamer 24 lbs/se, COAL 12 FELTS1SIE6 WU* MOT WORK COAL 11042 Class A 1. Dada C-1S/32 Iodine 1/2 insuladon .(4yrdmed): Ow or .m loess peke scat lib% films isayanurate, undue, pedite/Hogenwate composite, aredsmie composite; mood ilberlisetyanwato tempo:Mg; tiddlers*. SkeetsThrea at mon byes of= Ply 4* or 'CAMAS II)/ 6', hot mopped w cults Surfacing, en& • - C011114411411 uormat aka SYS= MSS A 1.. Ile& K. Indigos. I. insuladoo Option*. One- outlier& layem.pedite . wood . fiber Dribs' • lbw 21s. roma Pfy•Sfolets Three ortocostpetrof %ARMS Plre vet/HAAS Softly Grundy raustrres m al MS Medan Woof Coating' d I4/2 latisM tel or wet; allsO atL ' hot 'Me cor 'ate/ ; Med l acIL hot ke g ! Pea aca Er :ate. 3aSe 1 in toe her; . any g FR" Building Department 10050 N.:E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDIN PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 5 / U / 4 /-1,4 24Phone # Owner's ddress R d' /i 6 / ye' 5 Ci / /r/� kote S State . C.. Miami Shores Village Tenant/Lessee Name Phone # Job Address (where the work is being done) 7� cd /V & C7 ` s / City Miami Shores Village Ls Building Historically Designated YES Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $' T\E-L (Continued on opposite side) Permit No. Master Permit No. County Miami -Dade Zip NO Zip Contractor's Company Name.. t( / .) ae/ e .4 / • Phone # Contractor's Address / 0 ( 7 4 0 N W / City6D 0/4- `'J / /'/'i' r State / Zip ' D Ito g Qualifier .Y e- .S 1) ,' /2.) Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 0 v . 0 0 Square Footage Of Work: ) v --to Type of Work: ❑ Addition ❑ Alterati.on ['New ❑ Repair/Replace ❑ Demolition Describe Work: /zoo/ ,d v 4 C (&v,' // TI * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** � Submittals $ �t'�� 7) e) Permit Fee $ a CCF $ 0 CO /CC Notary $ Training/Education Fee $ of W) Technology Fee $ ‘r Scanning $ Radon $ °�� Zoning Bond $ �— 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 he 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 e ing $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien 1��: whose property is subject to attachment. Also, a certified copy of the recorded notice for the first inspection which occurs seven days after the building permit is inspection will not be� pprov a reinspectio fee will be charged. Signature NOTAR Sign: Print: My Commission Expires: Chc 12/15/03 APPLICATION APPROVED BY: Signature MAR 1 9 2004 who is personally known to me or who has produced who is personally known 1►Ih/ As identification and wl 42 * �� . ** • ' 41 29 ' 2 I *• 5 v 1 N Owner or Agent The fore instrument was ackno ed before a this / ? The foregoing in ent was acknowledged before me this / day of _? y 20 i7 by ...71 lit . 4 2 4 day of , 20 (� by 6z 4 e Sign: Print: My Commission Expires: o Kure rill be delivered to the person cement must be posted at the job site e absence of such posted notice, the to me or who has produQ d UIff l ilii cation and wh • � J y 29, 0� • . . N ; * #DD 199663 TA( e i OTARY PUB , I ii,jip‘, 4 $ lir ..1 2 2. ES in n 1Q9663 -s^ J •.� ., • . o 'y9?%��pndhN �e:'pQ`� 1, \'. ,�,°(�.• :b!Ic edl OFF\ ;` � � i �1 B �l c, STAiE G (Cert of Competency Holder) State Certificate or Registration No. e 5' /36 Do c &ertificate of Competency No. ************************************************************** j4*********** * * * * * * * *: * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 3,077 LotSize: 12,900 SQ FT Year Built: 1964 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 14 & 15 BLK 65 LOT - SIZE 100.000 X 129 OR 19878 -2011 08 2001 1 Year: 2003 2002 Land Value: $135,791 $113,075 Building Value: $222,961 $201,187 Market Value: $358,752 $314,262 Assessed Value: $358,752 $314,262 Homestead Exemption: $25,000 $0 Total Exemptions: $25,000 $0 Taxable Value: $333,752 $314,262 Folio No.: 11- 3206 -014 -1700 Property: 720 NE 94 ST Mailing Address: GUILLERMO PERAZA &W SILVIA 720 NE 94 ST MIAMI SHORES FL 33138 -2915 Sale O /R: 19878 -2011 Sale Date: 8/2001 Sale Amount: $305,000 Miami -Dade My Home ' My Home Show Me: !Property Information Search By: Select Item jj El Text only version Summary Details: Property Information: Sale Information: Assessment Information: Digital Orthophotography - March 2001 We appreciate your feedback, please take a minute to complete our survey. My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site 1 About I Phone Directory I Privacy! Disclaimer Page 1 of 2. 0 114 ft If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2.co.miami- dade.fl. us /myhome /propmap. asp ?app= none &bytool= ADDR &cmd ... 3/17/2004 Membrane Deck Type 1I: Deck Descripti System Type D All General an One or more lay ACFoam -I, E EnergyGuard, Composite A, 1.3". GA Base Sheet: Fastening Optio Ply Sheet: Membrane: . APP /SBS Heat Weld Wood, Insulated n: 19 / 32 " or greater plywood or wood plank 1): Insulation and Base sheet simultaneously attached System Limitations shall apply. rs of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft GY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, nergyGuard RA GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP FTEMP Composite N loosely laid with firmly butted joints. Minimum thickness, High Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 ". Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® STRATAVENT® Eliminator Perforated or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; GAFTTTE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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) GAFTTTE #12 or #14 Screws and 3" Plates in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFTTTE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) (Optional, required when using RUBEROID 20) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet or GAFGLAS #80 Ultima adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- WeldTM PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat- We1dTM Smooth, RUBEROID® U1traCladTM SBS and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 24 of 32 123 .01-48 5/03 PAGE o Gas Vent Stacks o Mechanical Works 3ectlon J1 (Generet Iniormattota Master Penult No. Process N o. / Contractor's Name A L( / s A �/! e. /72 D 9/ S2 2 i _The s Job Address - "?‘:-/- t 4) 9V 7 / Shingles ROOF CATEGORY O Mechanically Fastened Tile O Metal PaneVShingies D MortadAdhesive Set The O Wood Shingles/Shakes • Are there l� Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes O No ID ROOF TYPE type: Natural Cl LPGX O 0 New Root Re -Roof 0 Recovering Q Repair 0 Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (8F) Total Seelrin R (Pnnf Sketch Roof Plane illustrate alt Levels and sections,, roof drains, scuppers„ overflow scuppers and overflow drams include otte,Oloir7 IficklOyels, dearly. idenitf .dllnenslons of elevated`pressure Tones and locefbtl of aarao i.1 ■..2 ■2.....■..1.2....1...1 221.11221122h 1111211122112111122 1.1..2 ■11■ ■1.1 ■....11.■ ■....1 ■.1 ■.1....01221 l. ..2.2222iMMIIM11.f.. ■M.... ■.!f 1 ■.11..2....1...1a..... ■1.2.■ ■.■........ 1. .. 11 MM a\ ■li.......■1... ■ ■.■ 12..1229.222222212 22222..2.22 2222222222 122222 al,le9Ses2..11ee.2efliee.22.92.3 1.... ■.......1■ .............■ ■■...1.. ■.■■■.■.■ 111.1 /.1 1....11......■... 1.11....■.■.■ ■.1.11.....1.1■. .1..11...2■■.... 1...1...1 1.21. ■..1.21..■.. i... ........ /......1■ ■ ■ '. ..0 ■.........■■. 1.. 1...i i.......■.....■.■ 11111E E22aE2211a22m11E11EE2: C'iiiiiiiiiiiiiiiiiiiiiiia. il........■... ■. 11■. 1■ 11 1■ i1■.■ ■.11 .o...iM21122..1..2.■2. ■11. 1.........1..... ■�12 ■ ■.......■ ...■..2211. ■■2.■ ■■.. adoi\.1 ■1 1..1.11 ■...1 ■■.1■ 1.1..2........1....... ■.1...■ .■■111111..■. iii.■ ■.iA..i.►1.2.11i..... ■■2... ■1.. 1.....1.1. ■..12 .............■ ■.. ■2..1..■1.■■RW ■.....15, 11.2. ■1..2...1.2■ 12222 a 2 E 2 E 2 E 2 E 2 E 2 MEEEE 2 EE2EME * 21122 2EEEEE:: ....2...1.... :;2E2a2E211EE222E1111 mainnoEEE2:��::::a..i ■1.. ■1■■ 111ig.■ liaeiiaiiiiiiiiiiieieiaiiiiiaemn smom;:E; 17:222 :a MUM :E:EEEEaE 11Ea11211112Eemmmon2EaEE1122E2a2 :2aEEa22EE2 Tau.. 22a. 2iu'. aE2 Ea2.E•.' i2E 2'; ar 2►":iiaif':ieri1/2a222a22Eea2 i2.EEEE....aa 1. .■1..11.. 111......17.. /I71:v -/ ■.■ --1rAv ■rA.p_ .r7► Ar-1■.■.■■ ■.11.1 ■....11.1■.. 1■ ■ ■...... ■112....■..10AL'ir.'I ■ ■ /,.rv/.rIwia v ■■1 1...2.. . ■.■...■ 11. ■1.....111..1...1. ■1. ■ ■..►■ .i. ■111■.■111.■il.tl..iI .1.2.1111 ■E.1i■..i. 1.■.1. ■inonnu...1.1.11......I ■...mommunisnom -.,- enom....1111.■ ■.■ orminnoorponnommunrininninumninnun ■. ■...../.1 ■.E ••• orammmummniflinninnonsponimmmno ■.1.■........■ ■.■ .1 Inannonnommunninanmenonnononnn .1.1...■..■ ■.■ minmninnommunummonninnnenmommin .............E 1111. ■....■...........• 1....11.1.11: v ..... ■.2.... ■ 1... t........1.11022112.■.1..1....1 ■ 1.■ ■ ■.....1..i ■11■.... ■.11v1..2..■ ■1.11..1. ■■ p I2. ■121.1.11.\m.■.1■ES.1..E.■ ■ 2 2 2 1121% 2 E ..■ 11E2E2Ea11 .. a11 %MEE ..111.....1 EEE2 . I ii. 1i 111!■ 1 . ■1.11.'2\r1..1.1 ■ 1... . .VI. 2 111112111111112111122 111.. ■.■ 221 ...2.1...21..../2.■ .2■ 1.1.1.... ■U..12■ ■.. ■ ■. 11.1■..1■ 112.....11..21..1 /.11.1.2...1...2222.1.■ . 1; 1....2111..2..,\112■ ■1..2r ■2211.1.■ E ■C■ .1.2 /. 11 /121112...11.11.11111■ 11...1 /• .. \w1 >.11 212.1 \..112...2.1 .. 2... 2.. 21. ... .2... /L2..111...122.d1.1l1.2.2■ I2.21 11.17......... 111 ■.M■u i .2. ■MMMMMMMMMMMMM. .2 .1i.1Pd191E121nl221 , 11. 1..1. .. U1.. a.211 .11'.f2..I /.1.....■ ■1■ 2211.. 22122221. i2222r2 .1a2ii122.i.2F1i]i2.n2.i�9 nr 8.2 n► 11'11..121.2211 ■1 ■ 221. 2 s...1►�2.21s1■2.1i.121iiii.2:+1 omo 11 • 2i■ ■.2r �11�Lp oini 2 1 1 . 2 22. 1.. ..112imi2211.112111�11 1l no ■.■ ..■ . ..1 ■2.1... ■2.2iilnumo 1 Toni■ ■wnAoi r,moA l u2 �' i FULL 112/12221 Malnt :112221 2121122212. :.E:E.14■ 2 112E 11"' 1.r !m° I ..2.21..2..22I....1 ■.s L� ■�. i122212,2./1a•i22■ i ln - -- --- ■1..ninwormai.1! &1 Inv 1 'Iuu! !Ago ■■nnonninonii iniUmeni...rt.2..1 meugmlu1.2mnsr. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been e • lained. . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zon -) 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 ssed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B . Code. (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 i.e. townhouses, condominiums, etc.). In buildings with conUnon roofs, the roofing contractor and/or ould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the opticrti{ maintaining this appearance. 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 origigal 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 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 accardatLce with the Florida Building Code, Plumbing. .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 e ing the ervice life of the roof. / /‘, �� Km . �►' Owner's/Agent's Signature 6 Date ontractor's ignatur C:\DOCUMC -1 pLLOCALS- 1\TemOSECTlON152LAoe Alt in Specific Roof Assembly Components and identify Manufacturer (If a component is not used identify. as—"NA!). System Manufacturer. GAF Ma t e r i a l s NOANo.: 03- 0541.05 Design Wind Pressures, From RAS 12B or Calculations: Finaxt —4 9.2 Pmax2: — 82 . Pmax3; — 124.3 Max. Design Pressure, From the Specific NOA System: — 5) A Deck: Type: Wood Gauge/Thickness:. 3" Face 26 g Scope: : 12 Anchor /Base Sheet & No of Ply(s): Anchor /Elase Sheet. Fastener /Bonding Material: Insulation Base Layer Hasa 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 ofPty(s): 1 P Gafcr1as B e Sheet Fas r/ tener/Bondirt Sheet ai: " Ring Shank Nails Corrotion Resistant Ply Sheet(s) & No. of Ply(s): 2 Plies Gafglas Ply IV Ply Sheet Fastener /Bonding Matenal: Iio:t. Mopped . Top Ply: 1 Ply Mineral Surface Cap Sheet Top Ply Fastened BondingMaterial: Hot Mopped Surfacing: f Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fastener Spacing for Anchor /Base Sheet Attachment Field: 09 ' oc (aB Lap, # Rows � CO 9 ' oc Perimeter. 6 • oc Lap, # Rows 4 at 6 • oc Comer: 6 ' oc @ Lap, # Rows- 4 6 • • 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 16. I el6,orar Suff. cap shoot Hot II Z Moo Gat Glass Ply IV Hot laoppod 11 Ply / 75 Mee Rat. 2 PGos `�4ipa rdz on top «�P vat waitldyi► Pi • Immo Woof Ha !RoofIWO& I 1 • MIAM AOE BUILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPT CE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations.goveraing 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 Juuisdicoion (AHD. 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 AID (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 AID may imm4iatPly 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 of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Bach 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. WENEWAL 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 renews NOA 1102- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI DADE COUNTY, FLORIDA METRO -DADS FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 C' Deck Type 1: Wood, Non - insulated Deck Desap " / n " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. MI General and System Limitations :ball apply. Base sheet: GAFGLAS #80 Ultima'i'u Base Sheet, STRATAVENT® Eliminate Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat Weld M Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAPOLAS® Ply 4 ®, GAFGLAS Fiex Ply= 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 AA See General Ltmftadon #7) GAFGLAS® Ply 4®, GAFGLAS Flex Ply= 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITB) #12 or #14 Screws anal 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 (Madman: Design Pries a General limitation #7) GAFGLAS Fiex PlyTh 6, r .` r, #75 : ase Sheet or any of above Base sheets attached to deck wi , approv = annular ring shank nails and tin caps at a fastener ,. •; of 9" o.c. at the 4 and in two rows 9" o.c. in the field. Ply Sheet: c .: .4 gn Pnesswa- pi See General Limitation any-efabove- Drill-Tec (GAFTITB) #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. ( Mauimum De*n Pressure -60 pd_See General Limitation Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tee (GAFFlTB) insulation plates at a fastener spacing of 9" o.c. at the 4" hp staggered in two rows 9" in the field. (Maximum Design Pressure -60 ps See General limitation #n 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. 75 , S e General Lbnitation #7) , GAFGLAS® PLY 6® ply sheet, #80 ; . . RUB :l • • I ' • • , , ' or RUBEROID 20 adhered in a full mopping of approved asphah applied within the EVT lunge and at a rate of 20- 401bs onal) 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: 03 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following 1. GAF Special Roofing Bitumen with an application rate of 20 lbs./8g with an application rate of 1.5 pl./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 libered Emulsion) with an application rate of 3 gal./sq.; or GAF Remium•lbered 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 JbsJsq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1-1.5 gal/sq. Maximum Design Pressure: See Fastening Above ' NOA No: 03-0501.05 Expiradon Date: 11/04/)8 Approval Date:10/23/03 Page 19 of 21 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 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire cation is not part of this acceptance, refer to a cun+ent Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the she 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 Ibs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psL 5. Fastener spacing for insulation attachment is based on a Mmiminn Characteristic Force (F) value of 275 lb:£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered - - - Sngmee A 'te Rte Roof t uiay fie sub Bait rtv fastaie 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 99 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, 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 97 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida • Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04/011 Approval Date:10/23/03 Page 21 of 21 / � 1 c ?; • I nor-board sAitlai;aanlf a.Jbbirides nidasiagena is . . m; Totems ft mast be Stated below the nine beard , odd* t plies of 11 64P6tAS Ply r or IV 6' may be adhered hered t R S Kalb* Base SAC ray be mechanical" attached a► opped oar noacoabus�r dads art as a recover over ahem mdl I RASP/Ate Inaulatiwolg be nand ass won board cons •EVER6ltARD" don la cry at tba Manes systems. MMUS FELT SiSIMIS alRTil ROT INFOS ASPHALT 1 62 asphalt glees mtbasesbeet Mane Sheer or'Gili OAS. *sheet Hre fa s w�albmnb ibr lope 6i �t too �i�'ar' X39 lathe-am �A, � �erCieef ' siatilated below. so* ask swill* be•soeered� wilt a Gtr a sat bast 3ts� went• • or Sham* r tot Gabble ve,r; dda dom. to be mopped and nibble to bye n �" glfss mat base shed 17S tl>tse table decks") P� p �l 6L#S Pty a ap'6ARiLAS. Pip 6' O. as.dw sated. base ply la the ibllow h . le ▪ ply or base shoat may be solid mopped, spot moppets. mechanically ssdimeese radicand. altantitari malt be bat mopped or mecbanla1Ry it 3aAS argbr:wailbrs inaaryrall s Class me.a bolos}. 1.4,. .. . ir: Wits" Ss d rem shir:Inader'latil1P.l "' liter ' :.,; } .: bid stone or sing are sultapiWriiihn for gram n arq of the Quo ll,, dank merit Libre bnRdloVaris mdoraidaed•suiteblrta•bwiedadah bid hi Oh faklatt cask& Wart sys'mmrtbtd ovv tr15/32 a IC woo atad f.• srwgy{essw i ct t tnaw we/i w•fiSseenHa�4 z is se_y affect Zan r re rsi d s;� mptabla *moats for Mauldin awr C-181P AKIN. - d pokApwo paper (p paper le. p�e n le alternate for ois rvonumEe. board by the 14 g a �C TRW Isotherm RA!.. 'CAREW • . . &them RA' and '61tFTEMIT bal k'Pe ore *Wag be aillized with ary of the allowing" spkalt 6eit w: with Not Roofing Aspha U.S NO Pao rw lase Slink may b i used its seed elm foaming 1 d,faadL.'- o ottsgasphalt•forlsawithuvedconaglistieltserandifiedidtomeir- WA Cast A .. • - . yds. GiVA , j. • v bsdbrKt 3 m eal), Orrp a ,sae fails p ti e, glass► maonposiq, woad r . at composite,. riRy ip Sheets Three or rson lays hype 61 "WOW My En %APNU S Pis wade, Gay& � g hmatn eat Ow • at . i nramai M a G radians composite, woad composite, . art' deism Ines ar sae tvem Via 61'4A/QAt r4'ar%MPSM' y Goa s %ga in ItAf6 S a Chp Sheer. gtntio tOppt rert�r• One or or mo portttr, wood-ilber- la isociaousate, lidera et% wow wisecyuu p oompoof4 tin. d ab ins •or moteiayrealyps 6i•'GiOb1 S-! y -V or'Gl1A6UISIV• i Shrraz ams km 'SAWS bawd Sodaced Cap Steel! ban lit . NC s u p i e h ra One or two lases M ousts R', 4 Tn. max, tat napped Pub Mom Slip Sheet t+see ° Ong twat 62�' WS us Base sheer bug is • arts LOOK FOR MARK OK PJtODUCT One or won blend Type 61 LLS.iV6'o SWUM Senate Oa layer of lyps 63 TAAF6JAS Mlhsd Strand Cap Sheol'. Base Shat One Slyer of lips 42 ararEGLtSA3S Base Sheer. Sheetr One ar mo& WINS Oflepe 611AFGLA5 Ply 4° re VIRUS Plat iiplimeta Om ages dljpa 6.3.'GAM LASilfeeaLSudbcod Cap•Sheet . Omb 3 One or mon lawn pedfte, isoq anwdn, unthanl, • ti►Y� f ao�opor S arthane composin planet lase Sheol One vs mono a Gl oc Q. Mechem One as wore Lasts of l d Tonle (smooth or graoeds), 'tabloid Torch Pbss' (granule), lubarotd No (smooth or granule) or atissl Itherold Kg Milt. Cop Sheol %ARIAS Mend Surfaced Ca, Thew, hot mopped. r. leadadoa ( Om or more layers wood l _ _ _A 0° y� • hot thfti ms. s Sheets Tim at moor ages* lypr o ral MI6' 4, Om Neon s Kin disitast Omen mon agasoraentele Tadrianothar pining itli a�Aur•ammol f, 9raoodeJnf{'moo>sr.ariaauajr► fi 91a�ee , n Cap Sheets NA - MA.S - MInsmi Surfaced Cap Shoat', hat mopped. 31•2/t l I. (I�eeai r seer or more � psi wood i Mud .amd. �.aplh.nr Rhea 1ao- tbidonsm !: Mg Sheet Ave or more Layers of lips &l TAWS My 4' or "64/61.46 ; • Pt/ coin D i Iodises 3- : hot L '3 ea 'taiAfSW JAbmral Shed', hot mopped. (fl 1 )' Dora at moo rams wood Aka d to Dodo mrdtrams compad6b wood f bsr/Bogtmwrate composite, ph 6 nee Sh stn heal or more takes af�61, 62 or 63. P Main* Tee or. snow ayes of Tads' (smooth or grmuda), ; lubesold Tads Pltdt' g . 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COU Tat Class A • beat', ar wad', 4" or rase din baa l r MIAMI SHOR'LS \'ILLAGE BUILDING DEPARTMENT 305- 795 -2204 5 Building Inspection Regltest "� Date 4 fo Type Insp'n �` iflC C Perm t No. fDP I .xoti -341st , Name PCOTC9 C Address O F q4 s t- Company Ali n nfi13 Phone # A Inspection Date 4 ) i )oq Approved ❑ C rre(tion Re- Insp'n Fee h--eed ,7We t-1-/or MIAMI SHORES VILLAGE BUILDING DEPARTMENT 5� 305- 795 -2204 � Building Inspection Request Date + (og Type Insp'n "F►C t' Permit No. D? XO4 Name P-Q0(02 D Address 7 N E A s- Company NI 1 n one Phone # Inspection Date 41 - 1 10 Approved 1 ❑ J Correction ]� Re -Insp' n Fee v ❑` MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 14 Date 1 Type Insp' n I n ` CA Permit No. 6 P 2 W 3K1 Name pQdroc 1 . Address — )aC) NE_. 94S+ Company Ps ` \ r' di€ i Phone # Inspection Date 4- I 0.-- Approved c orrec ti o n Re- Insp'n Fee MIAMI SHOR1S VILLAGE BUILDING DEPARTMENT CJ\ 305- 795 -2204 \ Building Inspection Request Date Type Insp ,n ¶ y ` o0 Permit No. 6P 264 3 K1 Name paciccl5o . Address -- )3 t U NE, G f 1 s+ Company P 1 1 r\ C) 4 ' E d Phone # Inspection Date Approved Correction Re-Insp'n Fee T