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SHUTTERS/DOORSMiami Shores Village e Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING IRECEllVErfl Permit No. 6P )9/ c' PERMIT APPLICATION DEC r 200.3 Master Permit No. FBC 2001 � ... ,4 Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing ) 1 Qr(- fl rl 'QC / DMl TA* Phone # � SOS) 7-51– Go 00 1 Owner's Name (Fee Simple Titleholder) � Owner's Address 1048 •iE City State 'Flu fLtr.-- Zip 3?al3° Tenant/Lessee Name Phone # Job Address (where the work is being done) %O KC 9 1 f.71-11( City Miami Shores Village County Miami -Dade Zip Z,7,1 Wig Is Building Historically Designated YES NO X Contractor's Company Name 12a.0 Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New Eyst Repair/Replace ❑ Demolition Describe Work: V- Pticti - rZr- - 0-C _ Its 1 1 )i3•A.. (llVL.tOvt- 1?oo Q_. *********** *****************Fees*************************** *** * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * * * * * * * * * *** * * ** Submittal Fee $ ` , C ., Permit Fee $ / ,p 0 �� 0 — CCF $ Notary $ - 00 Training/Education Fee $ (9r C. V Technology Fee $ 14.57.7 Scanning $ Radon S Bond $ Code Enforcement $ `�— Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature NO Si �dV \e-c,ue)L- Owner or Agent The foregoing instrument was acknowledged before me this day of `k , 200 J by 1■nsfi, n IJ V(e 00/1.0 who is personally known to me or who has produced I R , h L 8 t: iirtv44. n ., , V.'"rv 4.• My Commission Ex %: •, My Commission Expires: * * * * * * * * * * * * * * * * * * ** * ** ** * * * * * * * * ** * * * ** * * * * *, ** * *, * * * * ** per***************** * * * * * * * * * * ** * * * * *s *** * * * ** ** * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The 10/14/03 APPLICATION APPROVED BY: As iden lion and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personalty known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: . FEB v 5 2004 Plans Examiner Engineer Zoning Miami Shores Village Building Department I-16 - BIDING CRITIQUE SHEET • Permit No. -`Job • ( 11 -off 10050 14.E.2nd Avenue Miami Shores, Florida 33138 Te1:'(305) 7952204 Fax: (305) 756.8972 1 2/64/03 T H U 12:45 F A X 95 SS 8077 =Dm CODNOO PLIANCE DIME PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANC Jdd -wen, Inc. 31725 lEghway 97 North Chiloquin, OR 97624 ScoPE: This NOA is being issued under the ap The documentation submitted has been by the Board of Rules and Appeals (B the Authority Having Jurisdiction 11 .IItr. •1 This NOA shall not be valid after. Division (In Miami Dade County) an have this product or material tested fa the accepted manner, the revolts, modify, ar suspend the rye of to revoke this acceptance, if it is material fails to meet $u regnhuneuts. OA This product is approved as described ein, and bas• been designed to comply with the }Ugh Velocity Hurricane. Zone t if the Fl0tida Building Code. scolai"�Single Ott�wing Glazed Wood Door w/wo DESCRIPTION: The Jeld -Wen Serie. urlord/Morgan /N Sidelites APPROVAL DOCUMENT. Drag No S-2034, titled "Wood stile & rail 1 door" Sheets 1 through " 1 '_ No. Dsawaag 9 of 9, prepared iby R. W. Building ; I aultau¢ lac dated 07/21 /00 and last revised on 06 - 27.02 by fir, bearing the Miami Dade County Prodt' t Control Revision stamp with the Notice of Acceptance number and m piratien date by the MiamiDadc Cetinty Pict' Cam / Dlvisial. MISSILE IMPACT RATING: Nois LABELING: Each unit aball bear a lielrmanent label with the mar nfacte er's name or logo, city, state and following staternalt. MMatai-Dadc Cekinty Product Control Approved", unless otherwise noted berdn RENEWAL of this NOA shall be cote idered after a renearal application has been filed and there has been no change is the applicable building code fiegatively affecting the mor ce of this product. CATION of this NOA will ciccar after the expiration date or if there has been a revision or change in the materials, use, and/or mamtiedure of ., product or process. Misuse of this NOA as an endorsement of any • product, for sales, advertising or any I : purposes shall automata* =urinate this NOA. Fat ure to comply with any section alibis NOA shall be se Sou tesminatimumdmanaval_ofNOA_ __ ADVERTISEMENT: The NOA of the NOA ss displayed, then It capitation date may be displayed ni advertising Iiteratsue. If any portion be done in its euL ety. INSPECTION: A ropy of this ent ii VOA shall be and shall be available for inspection at the job site at Official. 1 ` i ti � 1 1 .- pro{BlsOCti nets rePAtiOned above. NOA No 0241722.05 as Data September 27, 2004 pron' l Sgttecabcrl9. 20 Pane 1 4lOad NIS :t0 S00240 -330 This NOA revises NOA 000-09264 aiid, The submitted documentation ler owed byIsh 100'd 114 -1 JELD -WEN MILLWORK / 4001 MXAlM -DADE COUNTY. FLORIDA NIETRO.114DE FV►GLER swam 140 WEST FLAMER STREET, A 3 3130 -1563 (305) 375 -2901 FAX (305) 3.5 -2902 'cable Hiles and regulations governing the use of construction materials. " wed by Miami Dade County Product Control Div lion and d accepted ep to be used in Miami Dada County and other by expiration date stated below_ The Miami -Dade County Product Control the AIU (in areas other than Miami Dade County) reserve the right to quality assurance purposes. If this product or material faits to perform is will incur the expense of such testing and the AHI may immediately product or material within their jurisdiction, BORA reserves the right d by )Miami Dade County Product Control Division that this product or f the applicable building code. preceded by tire wards Kuuni - Dade County, Florida, and followed DESIGN PRESSURE RAl2d0 v// ITEOLDIELIEHT i6 NEEDED -B 6 11000.5 . -114.0 _sf - .11ps T 11/03 BOLT +47.0Ps! - 47Apsf IS-II DOORS M-O DOOELS 11/80175' +60.0psf -MAW N 0 0 r p L & -73' d • 1. FRAME C0ISPOND 1S Rf ■: '� MI SHEET / DESCRIPTION WM. HDIIONTAL ' 055 • 1 I A EKOICE9FT1 E�rT .'.71r1T1-.7 : 1i.Tr2[I,1 'acn :fris /Lfl)lDNI r4 v/ .1.1 1 l d', 78' LAVAL FRAME YIBTTH 18' SlODLOI SASH MOM Nord/Morgan/Nicola, Wood Door ed 4104 GLATEO OUTfiMNd Mate 0000 MAW VOOSIDE TE9 GENERAL NOTES 1. Das PRODUCT Is 1994 B SIGNED TO FOR NEST THE SOUTH FLORIDA 9UROING CODE fDITfDN LW11 -D4 C0 R1TY 2. e0(iO iiiii.N5 BY OT 2S. NUM RE AT:01MM P 0°CRLV . 10 TRA STER TOADS 10 ATE STRUCTURE. 3. PRDDLCT ANCHORS S1su 8E AS uS1E1 AN& SFACEL .ii SHOWN OTT OETAILS. AHtl41R Ell8ED11ENT TO ,BASE b STO L BE BEYONO WALL MESSING OR STUCCO. 4. I81IA -AIDE 011 /FW4iVID RAW MIMI STARTERS ME aODIJD 5. DESIGNED PRESSURE RATIOC SEE TABLE PAGE 1. 6. SIDELITES ICE AN OPTION AND GOT 8E IN A SINGLE OR DOUBLE CMUTGURATION. W+r rnon op ioni e cWondh1 L J Frp (C rpe C a ru The bend and s4e mbs ore Ystger jomlcd ponderosa p fr messtr 4.567 11 F 29'. The Reno aid* ja G Euartlsed, Led wing pT TOGA 2 - X t f 1 2 crown o ore. ed %5 Icom Th corneas e hump threshold Is ollached to the Door. Qi1pr Pang Conranrcpoe- The panel Ts a ■11 and roil har consctiss. ;he sales ood roils are constructed tram *odd woad cI Oho Cagle ar Western Hembr.k. T e. are fern led wSli a .062.5 MIL weed manner of a l oltiawlnp ssppasdes: Fa Nesters Hem1 Ponderosa roe Uorlheve R O.t. R ed Maple, Stock Poplar. ram Pikkwy Dow lbahoO Block .& Red Jdor. Mr veneer ? Ace( 13 �g b;sd l0 as a1L'es and ralll�} 7fro Z ram T s Wgapeted lo the podrn iiE� w/(2) i/ S eassactel le 670 'abater skTe IX do. zoo Imo waft doreb. Mr it celOrld err Ibr loot cap es lie Maier aad Me wood se stop on Ihe Melon The panels are we glazed Woo 363 tiliC0144.. Ur wag cop on Ow salad°, ond wood lime slap on aVerior. The panels am wet glazed MC 365 acute. AIL IIMEre AIB' NEBIEL FROST THE TORT 4LE BBUS ARE AN 17P/1(21 - USED TO ACHIEVE A HIGHER PRESSURE SEE WEE: 3 SEGMENT i //3� AND .4/3 & SHEET 4 SECTION 1/4 AND 3/4 MN BOLT OPTIONS .1 7.5' FRANC MOM 38' PANEL BDDTH r 12.75' MAX D.L0. x 2 1- 1 0W31Nfli 5911@F ALVAION 37 � MOTH E 12.75' LfAI(. D.L0. t• W Q'. 38.5' OVERALL AL WS FRAME MOTH WED IS AMOR 193' SIOEUIE FRAITE MOTH 12.75 0.40: x G 11 W A IMAM S W mom, 1:111ZIELZSZLIVILUIPMEIUMN d-o SIInytlis siL F /h1 H1 M1 N 78' OVERAL F14WE 99D111 it SMITE SASH IWTH S -YD� o sew _L er w 0 0I T1 ■ T1 0 ILA O 0 0 0 0 3 3 ANCHORING 4- Ay � SEE NOM 1 STMT. 4 SEE NOTE S SHT 4 TVP. AIL HEADER CORNERS ANCHORING .H� &GLUON 4,25 ATTACH. S 5 4 1 AELsiLir 1 •1 SEE NOTE 3 SHT. 4 SEE NOTE 3 SHT. 4 AMCHORINa LIIPJiTI OIS11N9LE RVIO - S1DWItS -- — - CUMINS DOORS MEWED FORM INTERIM) C O LANIT PANELS NC1R LOCA 6r� 11 III 8 -0 ONLY =Mud se Mats o 0• DETAIk �' 6-0 ONLY O ovtd+ 1. Lti IMMO 1fI tore9100Ed01R1 met .•acitimee to -On nf wunam M3 4.3831 Dana 7/21/OQ SEE NOTE ( SHE 4 & JAMBS LABELED A B SEE DETAIL 'U 8 -D DNLY I-3' 3'- (e) r ® -^ 3.1 F'- 4sZS- 4 SHT. T. 4 �6 ,-- 4.25' ! 25 SW NODE 4 SHT. 4 1 Sfft 4 SEE DETAIL b' 0 ONLY J. 1 I: - • ANCHORING MOUTON SEE N OT E 1 NHL 4 SEE OEM . ANGHORI 91 0 N.T.S. ow. as TM j1 oR ea RW ,■ Aso,. S -2014 ear for_ T O T 1 N ° MINN 0 'TAP. r..P.t: 9 0 ITr-d ..71 A 0 0 0 " SEE NOTE 6 viz 4 SET MOTE 2 SET. 4 SEE NOTE 3 SHY 4 1 HOji00ITI.L aum 4 O LATCH .6WB SEE SECTION 1 1 SURFACE BOLT VIEW FOR A BOLTS. SURFACE DOLTS ARE AN OPTION ON THE 6 -0 DOORS ONLY NOTES: (7YY, TO ALL FIUME C0NFTOURATIDNS) 1. SPACING FOR REM 18 AT THE MULLION 15 AS FOLLOWS; 8 -0 UNITS 8' DOWN FROM TOP 6t 6) MORE AT 0 14.375' O,C. 6 UNITS SAME AS THE PERIMETER SPACWO FOR THE 8 -E 1. Il1S 2. SPACING FOR RAM / ATTACHING THE SIDEU1E IN70 THE FRAME: 6' FROM FACIE CORNER (VERTICALLY & IIDR?ZTN AND (2) MORE EVENLY SPACED AT EACH VF7fITTAl. SIDE AM. (4) TOTAL AT SIDE JAMBS it (2) TOTAL AT HEADER AND 7NRESHDED EACIL BOLT MOM 10 SEE HOTS 6 51,7, 1 - SEE NDTE SHY. 4 7r�1l111! ; etrar lye; e' 4% SEE NOTE 6 SHY. 4 • I'VJ; '. AF 4. �� 41 1 1 EE�d ' ° .. ►� wit �; _ Ar.o. sr ss 4z A.4,07,11 40110111 I lileotrair it, 1 e SEE NOTE 3 SHT. 4 -111=11111:%111, 11111h1E1*- -" At 1 111 �i1llf H1RRTWTA1 cocps !UMW ESURFACE 8I11LV1F1I SEE SECTKIN 1/4 FOR ALL OTHER PART CALLOU7S) THE SURFACE BOLTS ARE Ali OPTION TD ACHVEYZ NIGHER PRESSURES E1-0 000AS ONLY MA 17 NOT SHOWN FOR CURRY SEE NOTE 2 SHE 4 5 ! ataOhfl 14111; ,. dlsset 1 In 175c: 014 5PAP-E- __ 10 k 2 1/2'), ON SINGLE UNITS W/SIDEUTES II£Y 7 5 x 4. E TIMM MA IS Nor ATTACHED NOTCHED A110 ATTACHED THE T R00A WON GEMS 15 19 1/1' x 2 1/2' TAPCY AHD 110 (CR LAWRENCE 335 S11100+1TE CAUIN). APPLY A CONTINUOS BEAD .125' THK. .37Y W. AROUND AIL (4) OUTER EDGES WITH A MINI)WM OF (2) ROWS 111 A VG 7410 PATTERN IN THE INDOLE THE eraiRr L ENOTH OF THRESHOLD, .123' THW. k .375' W. S. THE TOP CORNERS Of THE DOOR FRAI(£ AND ALL FOUR CORNERS OF THE SIDEI JIE FRAME ARE STAPLED - TOGETHER USING (J) 16041. r 2' LO. x 1/2: CROWN STAPLES. 6. SPACING FOR 11124 121 as f31 I5 A AWL CF -6' 0.C. SEE 1 &IT. 4 18 U119770NTA1 CRO FCTION 9 HINGE JU18 TO SAOEUTE SEE NOTE 2 SHT. 4 SEE NOTE 6 SHT.• 4 t - - _ * . rmaxxv REAM Il AI Rath -0 08. 1 . 024 a.r1._ co itortc w AS CC 111.11919011E MID y2 VW /001 110111Gi► I 1rxC1/2'' .. 1' ._, Dam so 1 A4 „T. ▪ OK. f11 RW — 1R 001bICONFP0101ki0w eamentoosecou.vo NO, r»9 w ow wiA s -2034 . o 1II 4 _L ao 0 0 5 O s 0 •{{ _ . N OTE 5 _ C ' SN7 0 I I O • • 1.• I M' AMY It ert3iiaLlor 7 oR Yd ed 21 TAI ; CPI oar- on RW wow Y7. S -207+ O 13 MN 0 SEE 001E 3 sprr. s 1.15' MILL. 8118. lump 31 g 0-3818 .25' MAX. O HINGE 4410 TO BUCK SHIM .15 N1N. C-SINK r HnR17QNTAL CROSS SE 3I 3 co LatTCH JAMB 76 BUCK SEE SECTION 7 SOSFACLT VIEW 1MR ARE AN OPTION ON SV >: WET s S - RMCE BOLTS 1.15' 11JN. v y - -;- SEE 14TE 8 SW. 4 • ASEIERIMN (SWAM BRIT WY( FOR ALL INNER PAM' CALMS) THE SIIBFACE 7S ARE AN OPRON TO LICI8EVE MIMS USES 8-0 ODORS RE11 17 KO . T SHOWN . CWP11Y ONLY C -ST181 1 0 - gg ° - ��r tlllt • 9 v4ii 11 o H181170NTAL C1ros K MINUTE NUM AYF16i1AY COMMA YIIM US evoa It�W p woe sumo tale Eamtvice mos >N� xaawroua-GN-B9Zb•D .ZS' SAX. s, M 1.15' wN. E]1B. m • 0 r I wo A . e: >� Eff w 0 Odell iirtL d 1.75' ION. PANEL Tug. SEE mazvVG PETALS 2 y aY1 b � KO 0 a t CD m2 J SEE NOTE 4 SLAT 4 rQR N a SEE NO 2SH7. Ut be n 0 fi y i r tt wg 44 0 o m Y al IN CO .G NOTES SHE 4 do J .1 ca ID 0 talt b i� 6 1.75' IIN. PANEL TON. 5& CLAMS GLIG DETAILS 2 , - sc - - - -- - -- — 3 A O In I z vFA7rwi Irorma sraioN. t I . H f t i /ED Mc � LsS Mt MIMIC .. � ;..,. Wp(r TACIT OMEM TEEM PDPIAIG AWE =OA. PRE MUCK KAIAK • RED t '' FpL1iriir S _ iSLhii 11 �A•11111 ,_�4I_ ifilli/ 1Ly;:;:L'[t `:1♦.. :Al Li 3_A! /._S MI i itca_:::i:La.4!11 MTh or —I rim .E ! , -rte EtavGIL': :r _ EIS ; L' - PBSrxP tlHr oDS IF - C r li _ Sri riairlril4/1dineArrrr_ .- 41."0. !Ir MEMAIMM. CI �� �� M T1T- i''ITI :SIC{. rc -i:AL-T 77LI3� >■ Larilrinik, 1{ lil J7l:!Y.111a,.!`0)E{•:13.'1F7L I: 12A MOD *r- il:alTk"iir,S El iY.. D "1 ES1 flLj'iin .I i ,i.n in =_13'aia• •na . yl�1 j_ N WiThill. Lt 'L. 11157 WW _712-7 a•.r 2.11 ta :1., Fri E'I:6;t41S 7 1 1 BOLT MIME _I2.5 © 1A WNW MT x S Uo. ism=Il=C NTT ELI BRAD 1Y41 AYY[ �. 4 L 37 TRITE D.trD suss MAIN STOP 36 1 .t _ 3 4 5 9 MN DIJLDEN TAPOON (tR nuxscrazura itzirxesib Mfr amprivaia 1—i m? Of t I it g_tivem o W , SEE NDTE 4 SHT. 4 di. s SWI I • S -2( son 0 0 MIA MIDAI]E MIN BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DiVISION ffretwurri NOTICE OF ACCEPTANCE (N0,4) FEB Poma Corporation 9040 Belvedere Road West Palm Beach, Fl, 33411 SCOPE: Ai IA M 1 -DADE COUNTY, FLORIDA METRO -DADE FLACLER BUILDING 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -t363 (305) 375 -2901 FAX (305)375-290S This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to bc used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade Counry) 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 thc 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: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Kne7.evich S: Associates, inc., dated 3/25/96. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by thc Miami -Dade County l'roduct Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a pemanent 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 datc or if there has been a revision or ch 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 by the words Miami -Dade County, Florida, and followed by thc expiration date may bc displayed in advertising literature. ?fatly portion of the NOA is displayed, then it shall be donc in its entirety, INSPECTION: A copy of this entire NOA. shall bc provided to the user by the manufacturer or its disc; ibutors and shall bc available for inspection at the job site at the request of the Building Official. •This NOA renews NOA #99- 0219,01 and, consists of this page 1 as well as apt5rova1 document mentioned above. The submitted documentation was reviewed by Raul Rodriguez NOA No 07 -0. 117.06 Expiration Date: April 18. 200 7 Approval Date: May 16, 2002 Page 1 1 n _ k I a CIL lJ Tratlpxr.si %NMM p /• - 0.t- *it •111•00 11.QON I Spa • Ayr wtLIPlA1tt 101000 •.ai• H•N. ANGLE SC All •ra•'. tr.r ■•.N Vx•9•.r1 01. *0 ••41* *•.w I*• •0V STORM PAI4EL s[ AL( L,1 . - - r 10111••0 11AVt 1001 �- 109 00.01 fl Vida O TYPICAL ELEvATIOh1 1111 runway .t A06LI LLDt11OC 1 r• • - • r + t /1 141. 1* [• • 1 • •11' 114.0. Ir t 1100!1 Ox 1191 l� - -G C�11• I1000T10AAt /l1 10 3 l.lat- ale 1104! OPTIONAL ANGLE 111n 1110 /T1tlt 1000 1 in.- O "h" HEADER s(1.11 .0.- • o' - � O ;e PLAN VIEW CAIV.I -U1' • 1'•p' O WFNGNUT IC A01. waif 1110 ✓41 M a.•1+R1fG ...yyy 1.109 10 •I•Q• •.•141 ltt nen' 1 1)11' O TYPICAL ELEVATION - DIRECT MOUNT %0-.0.14.•. Q "U'• HEADER Ste • 0 0 • a• -t 1000VI'I1' 1 AL. A0*L1 t•DIV110•RCt• . 1 • .111 kW 10 r •1'a .011 - 14011. ivanucr �u1 c. ItIst. a1P1] A t1.101•31 Cot.' OVIi -Otr Otwrpo••tr 2.13iNi11.0 �4.1I•a .et 1 .4 Itlil]It0 0011141 110111 /119/ I 711' STUDDED ANGLE 14 IILSCiI[ 1IL' , 11 -i I 11111 %w111 04144011 011000 •1019401 A vbl 1144 tDtlT•t.1 crop • 000 0010 01101. nit 10.11011. 00• 101 n•. to 0 ✓•.0 1010•1 t119.]• 1. P010111 &11D. 110. Own 011 11.010t•(0!01.•111 .4 •f00.11 WI t 1.111. •111 1 -a1 L..Y"Cl S.G%10.01 to. i11w0•D1 111.0011.t11100110010 1.0141 1.1••• et .11t.041011 .f .•WO•• 1.It 0010411 I , ..TO1N .t 9al/ 10•4* f1 1.11 -./1 •1W 1. kif. .I, P . ✓ .•) .rr. 1 r.. ♦ 10110+1'4µ.4/ 1.t Of 11 011 Cu I.VP0.r1 *..0001 V•LI 0S •Or).•1. 410110 W1 )ON. L f►OCWtI ••0]100* 1■•••• tt ••■■•• '4 o[ Ntt /1440. 0.0 ...41 -•Nn .141+ ta• ONl N• n:v10 r.a 0 *010 .1y •N. U .t 1•00.010 • i t 0110.•* ' VON. toa.N• 011 a al N 1[.1 .• 0000 001••1• 0000 *0900 1 .110B 11 /10441 1141•11N • .(t0[ 0•t(a•li0 ca 1a1910•1f1 a • 1. 1 0• • tprIQ -. T.11 141✓N.•.•• .111k 1.• 44 1t 1 , 310 t•IM_Ly.% *4 t • 01. ••• 1.00 t( NOV a tt 0 •4.0!41 -'. *La V •...art .rPa1[. 1 ton it I 0.0* 4.0 Sall Ott 1 Wow%010IW.11R 11 ✓1 .1.1 ..COVE II /1111%• o1 1•. 0 *a/ tvt.rt .W 0x•ID•N it • 1 4. ••1 •'.1jI0at 10.011.61 at 1014•100.1•44• 1.11140•111041.0111 P00101011 • • 101. 1.1 4 . 1 0 :111 - 0001101 DTS10N LOAD 41 P - rIEGAUat GL SIG* C0• it 011 1 in ta.111 t•it° On [ 1t 111 ...Oat r1. .•.O.. O.T1P 1 -•11•.1 1141 .P / AallNt. ]t' pC. /- 4.l O .01190411 1 41110? • Olt 11 T1q ��.. -t. • .• . s.ao [ 1•e • 0. • ▪ 01 /0•]•0. S..artGl RPM) 1.1 • ft oRC 81111 101 strnII mU• 411419111 OAFC.F] _ 1 BT r tai 4GT COMM tVPS:Ot1 6d(ita. (41'F 1 L•S � t �lirrilt ( Autrr1.tiF 1•x9'7 =1J. tl-:4Ya _- ritODUCT RENEWED ntict'rfAnce Ir4 trt- 0) 1.1'. ogtS,n4]] WITC 811 1t 1A_2ra7 111• • ll (1C( kYY.AtC1 >I(1Tt IP38LIi}:ti C1JUL' culut 4t V' . V I TIC[( t• ]o l 0 1 ) r•t ryt uyr • ••a1 IIPUA r.p. ra OL.t1 1 4a- 0-1.11 Ca CODA CLASS C'.0S0 0 I taws toss A ACAS SO WALL OCTAIt rtlrl.W t. tir IS.' .111.01 t1.datttl 100 ,0• t S0•TW1 QCOAO ♦� 1fA11r0511vAKIAol A VOLE 15 WALL 57000. O WALL MOUNT SECTION `..' NA1E ,- • r _G - Won fAA.•ar Ir0,111r.i 1st. net ••(1.00 ,1 100 ter l Cltt /a OSANSIII 0AMR SO 114lt 01 0 *0 v Ana 00 MILLI 015 . O WALL MOUNT SECTION SCALt. Y • r -0' 02 4I ...trust Ilk. w...4.61 C I C4 110151[1 0110ai 00 s1. 00A t 11/111.10/1 I,•0 1.0• 1era..1•5410000 • 1.10. OM 5004 T.00.1 0/10 001.1, SCLLC 1 I_ . ' - (AM rr; It IA4. alto os sass Al r0.0p 1101011 e*1as. CEILING /INSIDE MOUNT SECTION ® SCALE 1- • f -l• OW. 11• u .1-pet - SS LAO .. ail 1 _01 /C(00.00001.01f0 •rOG1 , • 0f• 1•10 s t. LAS IMO/ F r1. 0.0. MAIL Vi 1.101• •tlt II.. WWI 0.f00/LA to 111A3 • 11001. USE 00 1111 0C r,1 01 C541L0 to .10 0 10. WALL t•1OUNT SECTION (BOTTOM( 00[10005 1(0000(50 10011 CA 0005 00000 Li L `.` t AS t OW IIAE IA a( II If Efts 1.4 it MOM .. SNr1F: (tltWd 011 ( 0700 (Al i fl f �_ 149 1[ WALL. MOUNT SECTION "( mat cw on smut (DIRECT HOUNTI IMMIX C011 cawl.Inu WILE *comma to. j�S.26 scAL4. r . r -5- !CALL I' • o -a' - 500* CaaSUS t AL0'0 /SIC R.1. V4 Vr MO.CA --r s.p rs (41 •.vt/ 01 oleo o. ta•.l •124. ury wt to•••t BUILD -OUT 1-IOI4WT SECTION f 'et lW�ooawila+ 01 a tic.[+ AI A ea .1- a1 Aastl. alt ..MS 14001*15r.0AW 1S 1111 Us. .I s- Ilal ...Ono 1t COALS 100a /•111.411 1018 5 to v rat/ 100 ... A Lotto.. lriUbllCr arw.lft et tD/41I1114 A 611 O1r It AI. nalatftioniftr. et Watt V.I. t Att•r4•.tt IS I 1 i ! tti4 ad.aOsk li", 0 , !_ •;:: I a*Oe 10 C h i limits PRODUCT RENEWED non Ave.c t1t.S '\, QM • 01 CaY51nn1,111 tun: AT►(_IS-2Y,Z 19.rmut- '1)71(1. rlMS)W) -- • - .. auautura LCNpi Cp34RJAI FEE 01 074. 1 .. C+ f ....:..( 95 L1 S TRUE Mat Narita s/ KOCK N 44000 4NCIROa LS(Rw {t0 •• (({{.�,,,•,�, ch ain e '° I,t 41 T 1 4l A PC0 4.1 /1 F I 1(l . OA4/C C KX -1M MJ ))O'• EHp EOnLN7 &maw Ifs .Va / /l4a SCSIEV J1.71.'Het [NMLtlatN7 ' 'k S, iro . 3.)t UtraIOL ( 4 ••••1 11 _ I / / eau,. 1i/full ••4C Oatl• W i /1 - wx EI1EtOtq/)l ® C1.00On[71t t Pir nNa • H4 7 ® . t MIY �,.!t ...2- `H e iMMitgarn� rn " IIMMIMWOMMOSEMENFAIIMMILIM1121 •rt aw ANCI•.1R SCHEDULE 2" EDGE CAST A,•4,E (WO SPw<a4G 0C0LAHC@ F0.9 V 4RIOUS OEStOt1 LAOS WICMESI [MS/1.46 E tfUC000 CO V(at rC qqo 1.1 au - OC iCg4F 44041 Si 4 IFw is %OV t. 4,4 •• •••••••1, 2.t 1. + ►r / *1414 , AlI 1(11 4014/. •- •/ C,1•wt i - ron rasa 144 4I •-1, e r.0. ( 7,4 - rpYl tF40 [014[414 11 Pte 41 Pit AS *41 ttS PS' 4t PS! KPSF ISA), t/ AX •Ak liLX. it MAX. A aC.404 tartMOMFAIWIMM VER VISSIIMMMINO MM A � •)PSF ®4.l. :SF ®� ® .4117i :ADZ 11 r M MiLi3�` A A:7 t1.S PS1 MAY 4.0 to Ek154at0 S teUC1411E 0[SCa0110N s -9 .t•k. L°-s pea lc 111 - a *14.1 1APC01, wr 114•. PAWL 1AM•< IIAtt. 4 14/9 001 Ira (0444.14[ 41 P3 SAX 41 I+SF It 1-7.; P51 61 Pit IS PIP I4& n,.11 'rw. X., •01La4 410(4 10^41 10.4.C - W1 4 -4r. AMC EN5[0N[40 011,4 - tam 105(0M(01 •000 Ir4••o MOOD LAG SCREW r 1 -1,1 1414. (140E0444111 Tiara %000 BOWING WI Vt•. SA. 0ACMI11 SCREW M, 5 141. IMM[O. laip. t X414.44 SIPLA 1URt 44(404 at SC ar►rs0. AIILlp7 *10141. )S 4111 114 es* MPSO )FAX. N41L. K.X. ANCHOR SCHEDULE 3" EOOIE DISTANCE F,.S4(6(4 SPACWG NCOUfRLD F04 VARIOUS 0(51Gn LOADS (Q 144(51 L7.S PSf 11 F5► e5 Ps* MAX. 1 4X_ Msm. 1 Co PCO AELL IASWG I [EGA1Iv[ 04 Sq./ 10.10 144 4WD SPA a (1.1 19:111 10(0F14 04(4010 I. •IIIMrsC•40(OMEljt A.0 WO( uts C CCLLIOr* w4L4 H)1S11011 STUCCO. 1 1.40E L AG Sr..Iw) •w1 Teal •a •.Anwaw FACE 4. 1 1119 1 911.010, F*S111011 704.1.4. 05 IOC • r IV V/ CtOleo of w0012 5100. 4 *•[4604] 44.Att R[ 6151 ALtE0 411 A(1 Pla •.il t t,l O. ha tlur, C 1Y4tn1 el CnsMi,r94110.S. (O«u[11 11144• Utica l.t ft tr.PCaq 01 I,( - a arum tiML(lf L.b4 144.'0 %AU.. (AL. 0t/*"5111. [F•aepMtat u, 1_V.' 4.w t1I111M00 w/ 53 I .att. C•/10MEOr C1.5 P/ 41 PSF .1 Pit Nix. HAX. *1411. By a 4.yQE4t.11111 narW I1M6144 C. s • Ara104sca 13...04 ids P1.i.e Caatnl. w. 11• A•• .40* C.A1) • 40t' na t6r•4. 4ral • 1. 1.. Os Al) 04 9004 (..1 9410 frwc n•4 (w 14.40 314 4141404 0E441 rrvP4r••111 /44 4*N 4Kw4 ■0.404141 VLIZZ1V-ifl fhA..nl ...as v..0 41 • 1140 0. 41 .9bat ta., AA rt..0.4 ■t1ti. d..t cwactci...t .. •' N alt. At tar 941St 1.441 W eta[mt W ALL t-pUNT SECTION SGI4 . 1 • kr -O 4th100•41 tilt +11094 ttft u sa:• NIS4,12,1 # .r loa s4.a.. 40 1 •Mr,r s 0'•( .44.40 ,4.44•.4 441 414310 A' (C. O ALT BUILD -OUT t lQUtlT SEC S O i s 0.10/11. .•tit .- �P / yiH•. e1 o I PRODUCT' 7- I7 a ROLUC�i RENEWED LT111 11114 141 . "' °'/ -••I� 1 At'Ct?rA7KEKe.11.0.V1D1. - putt 11'� fii7L 1 • . " =/ _ � 4LlL9 �� - prIlAi1V?tiu7sii�I1 � , { - • J ' ((g l4. Dret•1 &14 I SiCI � 4 1 144r(1d:CI #IE 174ZU)LaYiCLgYN4`9 L1L:Cf:1l l!E �l14CCL OD. .&.A3.1 i- __ _...,.....4 . 1014 µ Sinai( • 1 • T-I" saa�111a "p 1 a' I i t 1 Sincerely, Building Official Department RE: PRODUCT APPROVAL AUTHORIZATION FORM To Whom It May Concern: This letter authorizes to use our 0.063 Aluminum Storm Panel under the Acceptance No. 02 -0417.06 to be used at the following job: Be advised that Poma Corporation Is only a supplier to the above - referenced project/job site and shall not be responsible for installation of these materials, and shall not accept eny liability arising out of or in connection with installation or improper handling of these materials. Herne of owner Address POMA CORPORATION 9040 aEL VEDERE ROAD WEST PALM BEACH FLORIDA 33411 PHONE; 561- 790 -5799 PAX: 1 -BB8- 723 -7432 David T. Zajac President Pcma Corporation Shutter Department This form must accompany the application for the building permit and shall become part of the permit documents. The authorized signature must bear the raised seal of the company. Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -1916 Printed: 2/6/2004 Applicant: RITA Owner: TANNER JOB ADDRESS: 1048 NE 99 Contractor Local Phone: Parcel # 1132050180180 Signed: (INSPECTOR) Building Permit DEUTSCHBERGER DAN ST Contractor's Address: Legal Description: REV PL MIAMI SHORES SEC 8 Fees: Description Amount FEE2004 -1292 Building Fee $100.00 FEE2004 -1293 CCF $0.60 FEE2004 -1295 Notary Fee $5.00 FEE2004 -1297 Training and Education Fee $0.20 FEE2004 -1298 Technology Fee $2.50 FEE2004 -1302 Scanning Fee $3.00 Total Fees: $111.30 Total Fees: $111.30 Total Receipts: $0.00 Cot- 30 C'11L. r3 Permit Status: APPROVED Permit Expiration: 7/14/2004 Construction Value: $600.00 Work: REPLACE SHUTTERS AND DOORS Page 1 of 1 PB 43 -69 LOT 9 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: BLK 179 LOT fr 8/3/2006 To: Current Owner 1048 NE 99 Street Miami Shores Village, FL 33138- Permit: BP2003 -1916 Address:1048 NE 99 Street Miami Shores Village FL33138- Date Expired: 7/14/2004 Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And /or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date i Type Insp'n Permit No. APA0 Name TGZfratm.) Address /99 / v E Company // Phone # 9.c sot 4/ Inspection Date Approved ❑ Correction Re- Insp'n Fee ❑ A _ el did z