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WS-08-1290Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 452 NE 92 Street Miami Shores Village, FL 33138- Parcel Number 1132060140040 Block: Lot Owner Information BRIAN WADE Address Valuation: Total Sq Feet $ 1,115.00 58.12 452 NE 92 ST MIAMI SHORES FL 33138 -3155 Contractor(s) DESIGN DRYWALL INC Phone CeII Phone (305)468 -9865 Type of Work: ARMOR SCREEN No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $6.00 $2.75 $120.35 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, July 22, 2008 11 ►e . `fir S/Shi Sh r - Status: AP PROVE = Expiration: 01/18/2009 Phone Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due ,ria lt`fi JUL 2 3 PAID Applicant BRIAN WADE Available Inspections: July 22, 2008 Date CeII Inspection Type: Shutter Final Shutter Attachment 1 1 nl�zlll� pr nki. BUILDING PERMIT APPLICATION FBC 200- Permit Type (circle) Owner's Name (Fee Simple Owner's Address a S Z Tenant/Lessee Name N� c2 . Cit Wt- 04 sw-u_S State h _ l Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PO PP NAP itlehold W1, EC E VE i Permit Nd. W J u ^ 11. L iU', 15 2068 M aster Permit No. Electrical Plumbing Mechanical Roofing Phone # 10,c: ci 77S zip 33 t 3 Phone # / / 6 fi. 4_ tiowteii. e._ Job Address (where the work is being done) ef S� 2 1\-)(5 71 r /1-1 2_0 6 -- 8 /' -00K0 City Miami Shores Village County Miami -Dade Zip ?3/ 3 8' Is Building Historically Designated YES NO Contractor's Company Name I a/t) WA Contractor's Address tj 01? J tAg -t 4 t �2 City C 4� 431eb State Qualifier s t (' W (44 Phone # g 7 / 9 if zip <3 r State Certificate or Registration No. &toe 0624 p0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permitt u d S . (TV Square Footage Of Work 3 la bp Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace �� �� � 1=1 Demolition Describe Work: (7) g a .S det 6 "I A2i/li r i g IZa$ ( n/M'-P,it av'71 rgo over ea T7 OL # ?7/-f'v ,) J-D LJrtc go aor_ 7o a7,7c, (� f /2o7 -7 izP ****************************F , *** * * * *** * * * ** * * * * * * *** * * * ** Submittal Fee $ Permit Fee $ / C O CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1 20 • the • (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 'AIVk ®� *14 4_1 '29 c X 60 7 Cit ®g-0 State A Zip (2 ‘r 27 Mortgage Lender's Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection not a approved and a reins ction fee wi be charged. Signature NOTARY PUBLI Sign: Print: chc 05/13103 J , r )0vje I 0 :s 6 vl'rVq Signatur:l :;; .`:- Owner or Agent / t rr d7l� Cont 'a rk` ; P ,/ J ¢° The foregoing instrument was acknowledged before me this Pik The foregoing instrument was acknowledged before met this / f2'4 day of jj A/ , 20 b , by if :a a 4.)a 0 1® , day of L 20 if by Jo rl e C w i f GL Pp who is personally known to me or who as produced who is personally known to me or who has produced 1- hr ;(01., As i 1 - n ti 1 i c and who d' . take a n oath. P ' e d (' c i (:0,1 rp as idenrification apd vykho did take an oath. NOTARY PUBLIC: Sign: Print: G n 114 afr My Commissio Expires: My Commission Expires: NOTARY PUBLIC-STATE of FLORIDA , David Fabricant David Fabricant Commission #DD417122 # # # # # # * * * * * * # # # # ## Won SI B] a� * * * * * * # # # # ## # # # # # ## # # #w# # # # ## , e!,;`'' # kTldS #MtAtY# #2009 # # ## Expires: MAY 02, 2009 Bonded Thru Atlantic Bonding Co., Inc. APPLICATION APPR antic Bonding Co" Inc 1 / 6 ( ' PIans Examiner Engineer Zoning • • • •. • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION.', • • • • • • • • • •• • • • • • • NOTICE OF ACCEPTANCE (NORM •' Armor Screen Corporation 2001 -A North Congress Ave. Riviera Beach, FL 33404 • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • •• . • • • • • • • • • • •. • • • • • . • • .. • • • • • • • • • MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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: "Armor Screen Series 2000" Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. AS -001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System ", sheets 1 through 8 of 8, prepared, signed and sealed by Thomas M. Kelaher, P.E., last revision dated November 25, 2003, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each screen shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 renews NOA # 034204.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 07- 0424.04 Expiration Date: 01/07/2009 Approval Date: Page 1 GENERAL NOTES: This wind abatementlimpact protection system is designed and tested to comply with the high velocity hurricane zone of the 2001 Florida Building Code. Armor Screen is a flexible wind abatement and impact protection system utilizing a woven monofilament geotextile that fulfills the 2001 Florida Building Code requirement for opening protection. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofilament geotextile fabric with individual filaments woven into a basket weave network and calendered such that the filaments retain dimensional stability relative to each other. The woven monofilament geotextile fabric shall have the following minimum average roll values: Grab Tensile Strength Puncture Strength Mullen Burst Trapezoidal Tear Wide Wdth Tensile Strength Wide ¶Mdth Elongation Apparent Opening Size Percentage of Open Area Barrier with opposing primary anchored perimeters in vertical, horizontal or any alignment appropriate to the structure being protected. (ASTM 04832) (ASTM D4833) (ASTM 03786) (ASTM 04533) (ASTM D4595) (ASTM D4595) Screen tin= : e to return should extend past protected opening by distance equal to minimum required deflection. Design Toads calculated to ASCE 7 -98 as required by the prevailing building code. Product marking - a label shall be affixed to the barrier with the following statement: °Armor Screen Corporation, Riviera Beach, Florida Miami -Dade County Product Control Approved° ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATIDN DETAILS DEPICTED WITHIN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY, ALL OTHER BUILDING CANTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY. • -, aualt Jn L ' &4n0 1.1 U E'. 1 B I B PROINUCT: ARMOR SCREEN SERIES 2000 FLEXIBLE BAND ABATEMENT / IMPACT PROTECTION SYSTEM 2001 N Co m . rare., Woo boa, F. 3111% Pk (110113414 103 rmr (00I)11tr-2 totlemsommoscom 425 x 325 LBS 130 LBS 675 PSI 150x 125 LBS 225 x 205 LBS/IN 22x21 % 30 US STD SIEVE. 5 STRAIGHT ANGLED Examples of typical installations • • • ... ... • BI LCONY • f0RMi BAR • • • • •• ••• INVERTED WINDOW R1111WRRG TWIT TD Mai C PRODUCT [dEVLSED es complying pitta the Rork% !aiding Coto — Accepu ace No Expiration Dot By Miami D fact !7ivisioss 1 Span Deflection 1' O/C I !2' O/C • : 'l : : 2 : 3' 4* in feet in inches Design Pressure" 3a open eye 318" bolt 112" open eye 1/2" bon , 4' 5.6" 130 66 X X X X 6' 6.7" 130 .'. 'b$; .; ••• ° •1( ••• X X 6' 6.7" 8.5" 9275: 130 : de •9! • : x'. ••• ••• ; • • • X X X 8.5" 130 • 8,5" 116 _ X X X 8' 5.5" 68.76 •. ; • • • • a • • -- « X (571D 16" 130 ;• • • • • • • � 10' 16" 130 6 ' • • • `•• • l • X X 10' 16" 94.75 47 X X X X 12' 21" 130 90 X 12' 21" 130 65 X X 12' 21" 120 60 X X X 12' 21" 69.75 35 X X X X 14' 30" 130 80 . X 14' 30° 130 66 X X 14' 30" 120 60 X X X 14' 30" 64.75 32 X X X X 16' 39" 130 75 X 16' 39" 130 65 X X 16' 39" 110 65 X X X • 16' 39' 60 34.25 X X X X 20' 36" 58.00 29.00 X X • 24' 41" 48.00 24.00 X X Table 1 • • ••• • • • ••• Anchor S . . . • • •4achar Choi CONCRETE: "Table is intended:for drop -in and LDT anchors in concrete. WOOD: Lag anchoring (incl LDT) into wood as follows Column 1 *: 3/8" thread, 1.75" penetration into SYP (0.55 sg) Column 2 ": 3/8" thread, 3.1" penetration into SYP Column 3 ": 1/2" thread, 3.0" penetration into SYP Column 4 ": 1/2" thread, 3.7" penetration into SYP EARTH: * Specified earth anchor may be used with any of table choices. HOLLOW BLOCK Column 1', approved epoxy anchoring system for 3/8" 812" thread. NOTE: "' Design pressure may be increased by 5% for negative Toads TRACK SYSTEM. Table applies to track system, anchored with two 5/16" fasteners per deat,as follows: - into hollow block, min. 1 1/4" embed can be installed as in column 1' - into concrete. min. 1 3/4° embed can be Installed as in column 3' - into concrete, min. 2" embed can be installed as in column 4" - into wood (SYP. sg. 0.55), min. 1" embed can be installed. as in column 1' - into wood (SYP. Sg. 0.55), min. 2° embed installed as in column 3' NOTES: Etcji r Soacina: varies inversely with pressure and is subject to rational analysis. Span: is measured anchor to anchor. Deflection: is minimum glass separation measured at mid -span of screen. ANCHOR SPECIFICATION: Part numbers: 3/8" Lag Anchor (AS9038S) 1/2" Lag Anchor (AS9012S) Tapcon 5/16 ", 3/8 ", and 1/2" LDT can anchor in both wood and concrete Drop -in Anchor. 3/8" Steel Drop -in anchor in 3000 PSI (min.) concrete, 1 5/8" min. embedment(H3038S) 1/2° Steel Drop -in Anchor in 3000 PSI (min ) concrete, 2" min. embedment (H3012S) Earth Anchor: Proprietary System: Stabilized 1/2' x 30" shaft with 4" helix Working toad 3150 LBS. (E7912P) Soil Class: 5 (medium dense coarse sand) Epoxy Anchor Equal to Red Head umbrella inserts and screens with C7 adhesive REVISI ❑NS OCTOBER 22, 2001 August 27.2003 d q. 4. IQ! Qzo Omwn ay: 70.10-2241 SCALD NO SCALE ma pa AS -001 starr mi 2 OF 8 � s• • • :• • @4• .a • anCe. • p uma • • • • • =11=11=11- • - IS I it l Il 11 $ . • 11 =11 I 11 -11 -, . 9 u i; 1 11_" il =il = -1 =li w • • •• • • • ac Nme c ELI SEE TARE 7 ®EIi91� AT N SEE TABLE 1 • • • • ALTERNATE ANCHORING LAG. TURNED EYE OR PLAIN LOT � •RA0X• •• •, . E LAG • (A1 12S.g39038Sj • AtvERTkkAL OI�C.Y INTO THE TRUSS MAR NINTH 3W MN. EDGE DISTANCE. ••• • • • ••_•_.•j 11 1 1 . 15t • • • • • • • • •• • • • • • • • • • • • • TYPICAL ONE STORY ASSEMBLY INSTALLATION 3!8 or 1!r DRORIIANCHORS SEE SHEET 1 ANCHOR SPECS. G fi , =11 .'1- • • t 1. I 1i 1 . .� 1, li —i7 H 11 i p 11 1f =U =1i—' 1! i'^ 1- 9 .--11 11 11= 11 318 or 1!r EYE or BOLT mdOROP•t4 ANCHORS SEE TABLE 1 (OR TRACK) CONCRETE (4 MIN. THICKNESS( (3000 PSI LSO ALTERNATE ASSEMBLY INSTALLATION AT EXTERIOR SLAB 2003 ( ARMOR (CORPORATION REVISIONS OCTOBER 22. 2001 August 27, 2003 25.2003 4 `` w (II Il1 Il ! s hit Drum by: TG. 10- 222.01 SCALED M2 SCALE 0W6 ta AS -001 MT m3 OF 8 SPAN 4' 5' 6' 8' .8' 9.... MAX. PSF 135 86 60 135 : •610' ; 16 ": DEFLECTION 8.6" 6.1" 6J" 8.5" SYP 2 "x6" X X X ' • ALUM. TUBE 2"x&"x1/8 X • • • • SYP 4"x8" : : X. • MIN CLEARANCE STORM BAR - DEFLECTION; ACHIEVED BY ONE OR • MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING • • • • • - ALUM. TUBE TO BE TYPE 6061 -T6 • • - ANCHOR ENDS WITH 5116' x 1 -1 TArptIti MIN. OR WITH ALUM MTD BRACKET AND 2- 114"x1 -112" TAPCON - SUBJECT TO RATIONAL ANALYSIS � L Yif1 9 Il i; . .1(=O=..1. . • I( , 11 11 =1 1J f1 — li =1Z , 1 If 11-.11 11 11 =! 11 t= = 1i =1 =11 '1- 11 - Z -n CC Z CD X tit l,L LU W CC • V CJ) O STORM BAR mop. IN maims CONFIGURATION 313' OR tit 1 I1 11 11 11 1 �� r W. .(1111 I - ii SS = 11 11 11 SEE TABLE 1 ITT EARTH ALTERNATE AMY I ST AT1I • • • • • • • • • • • • • • •'`-. • • • Il 0.t1:J.t.• '.�� % WICK 7..7 ■ ALTERNATE ANCHOR POINTS 20.2003 • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• •• •. • • • •• • • • • • • • • • • • EARTH ANCHOR. 4' DWM. HBO HORIZONTALLY STABILIZED 24 C. SEE: TABLE 1 PORCH INSTALLATION ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22. 2001 August 27. BM Drawn by. T6.10.22 -01 SCALD 10I SCALE Tem Pa AS -001 s1ET ea 4 CIF 8 giZ igi Off qVg 1 , - - -ti- i, i 3000 PM STRUCTURALMEMBEt it 0 A ROOF TRH tsSs r, T KITE • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • AT NID -SPAN • • • ••• • �.• •••. Dy ALT NIX-SPAN • ••• •• ALTERNATE ASSEMBLY INSTALLATION FOR ANCHOR INSTALLATION KAZNTAIN AT LEAST MIN. EDGE DISTANCE AND FULL CAPACITY SPACING FROM mania ANCHORS BALCONY SCREEN MINDED ON SIDES AND ANCHORED AT LOVER CORNERS WINDOW SCREEN REVISIONS OCTOBER 22, 2001 August 27, 2003 1114 Na AS- -001 2003 © RRMOR SCL�N CO 'OtA11ON SST cn5 OF 8 Owen br. TG, 10 -22 -01 SCALD NO SCALE W q H } y d1 P 5 P it h I EARTH ANCHOR, SEE ANCHOR SPECIFIC ON SHEET 2 OF T. SOIL SHALL BE MIN. CLASS S (MEDIUM DENSE COURSE SAND). we to air RAM. NIP-DI MEMOIR . BEN II Sf4LPSoI9ET2 SDI VFV BOTTOM STRAP DETAIL • • •• • • • - i entromirric • • • .1 y•Inaoriu'at: sapehook ar B - rh+Oj Pert Nos AS -5214. H5100, AS91311. AS9112.3 ••• •• • • • TOP •$ ..' 1 11=•11=11=11=1 l I ili CONF ERATI&41 FOR WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NIL talt APPROVED 14-170H E TO BE SEWN IMTOI GEOSIMITHETIC FIBER MATERIAL BUCKLE Wt STRAP AND TIIGUDE SEE SECTION "A OF P BOTTOM STRAP DETAIL (AT EARTH ANCHOR) WELLINGTON ON 14-170H FIBER STRAP APPiIIVE➢ EQUAL) TO BE SEWN afro GEDSYNTHETIC FIBER MATERIAA. wITRIGUOE. SEE SECTION '18 OF T (AT ANCHORAGE INTO CONCRETE) ., CIPMEED MOM BUCKLE BY ND= • • 2003 © ARMOR SCREEN CORPORATION REVISIONS Drawn by: TG,10 -22 -01 sum PC SCALE nws ea AS -001 mar No6 OF 8 i it! trs i!T1111117TTiliill Iuot 11111 TRACK DETAIL WALL MOUNT 1- ►7m1r7 iTl u — ]� t (1971,17 nl i[t xi mimmmm J) M.TWp1E 3/Ir ENO HIP-01 NC= •OEN SY GM= MURRICAN =KEN • • • •• • 'FOP STRAP`•DETASL'.• FIR OPENING 10 FEET metESS .•• ; ; •• ;M STRAP DETAIL AT M ALTERNATE CORNER a ,� • OF 7 N,TS. '7 .kU. I ACENT SCREENS NOTE: SCREENS MAY BE GROMMETED. LAfa IVIDIED EYE BOLT 1 3/4• NON MED. FIR A "ri EAD POT SENN SIM OM MIN MOLLIE BVCMIX SEE SECTION STRAP A SYNTHETIC MEN STRAP CGR APB ERANA., TO BE SEWN INTO GE YNT)ETIC FJWR MATERIAL U Arm Overtop) INSIDE MOUNT CEILING INSIDE MOUNT FLOOR 2003 C®ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22. 2001 August 717. 2003 Nee nbet25, tNti in! W! DHOTI by: TG, 10 - 22 - 01 SCALES t13 SCALE ME ea AS -001 slur Na 7 OF 8 T TRACK (PART •AS•1000) ALUMINUM ALLOY STS D-RING CARRIERS (AS -5214) SPRING CLIPS (H -5100) 318" KEYHOLE CUPS (AS9138) 1/2" KEYHOLE CUPS (AS9112) 5/16" TAPCONS (FT1556) • 318" TAPCONS (FT1538) 112" TAPCONS (FT 1512) 318' LAG ANCHOR (AS90386) 3/8" BOLT (815385) 117 LAG ANCHOR (AS9112S) 117 BOLT (B15102S) 247 R S Y 4 •.S./22 • • •.. • • • ••• .• •• • • • •• •• • • •. • • • • • • • • • • • • • • • • • • • • • • • • R : TV Ne ler. 1 ._. • .24 laza L090 igs—r • • • • • • • .�� {AST -1100) 1 o� • A.UMMUM ALLOY 1 w • i 66 ISTS •• • • • • • •1e• 3C1S MA m e II) { - 100 - -I I1I IMAGES ARE REPRESENTATIVE AND NOT TO SCALE 1> 290 R me 20113 Q ARMOR SCREEN CORPORATION RED siUN November- 25. 2003 Omani* by. TG. 10 -2241 SCALD NO SCALE aws No. AS-001 BEET rc 8 OF 8 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: I ' c ,Q, ll ir,,, q ,6- 2 ';rmit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 10 or _Door or Mullxon Number Design Pressure Pressure Size Yu/No Yes/No Yes/No (+) PSF (-)PSF (+) PSF (-) PSF Vp - ..) r: , t , A Z / - i ft." 45.7, il C' I , , . . ,, ,, , , 0 c ,,,, „..... ..._. /I. 11/4 . b4 77 l ' i / ' ) ; r S 6/3 / , . • • •• • .• • •• . • • •••• . • • •••• • • Mignillin •••• • • • • MOCINIPS iNVEMIll • / , c b' e i Ir. I r r I W MU ,■..L.MTAI i 1 14r;3 .7 r;rumm ONLY iftilJIAMMILMNIUMNIIPIR 111111LiiJ 11111111 wigaggin I IIIIMENINI V.e„ mmimmrqr=rvlifrriTitt111111111INO .......,.. 11 1m, Cr= cilliiiiititinsiMAMMOONIMPU r! 'ENIMIII4. MI I trargiV MOM& EIL'grc fl-PM ItIMMINt: I cm ° 1 ,1F1 1 '.4 iiiirdeeligi IIIIMMTPIP. 1 , . LPITL!!!,?1 T., 1. 14 -4.c...M'1 ll I __.,.. f r • • , e • •• • ••• • so. • • • • • • 555 • • • 000 • ••• • } I JUL 1 6 2308 D D Z 0 0 0 Z 33 1 m Z 0 rn 3T B Y° �- m • • .• •• ••• • • • • •• • •••••• • • • • • • • • N4 • IN FR►ANSTIS• GENERAL N...�.-, 1. WORK \ fit A.THESE GE tnits 3PIFIO0. ����f ' 1 r B.SO IN!l4PRK4.�ODE. LdTEST ED CAL. AP SfAlE r =AC 40DEB AND O 4TTONAL� J.VA,44 NA1ON O OF4IRE • UNDERWRITER • Aro • • • • • 2. ON N OF A T + 4 MS .} THE T Dh. cl S CDr•. II -,.1 m:n $ nr T . • ,1 � 't • • 3. THE ha a ,. . •PLY DUT THE JOB i. a�. ORISAMEE NOTED MAR •.. 4. DISCREPANCIES: THE coMIRACTO1 SHALL COMPARE AND COORDINATE ALL DRAWENOS` "WHIMM4 THE SPI NOF Ti1E4DONT 10R A • • DISCREPANCY DLORM HE BNALLR PR• APR r RE PORIPSTOM THE IIRCFETECT FOR PROPER ADJUSTMENT* • • • • • • • • • RE PROGEEEDIINOOOTTNNss ,Hgr••WOOgSSc. �• • • pEpUR�EN•• • 7}� CON R4CT N BE?1YEEK ` OWNER ANa CDNfftACTOR SFP+L L O0 Al • SECTIONS of THE SPECIFICATIONS. 5, OIMSBONSt IN THE EVENT THAT COPAN FEATURES OF THE COMMOTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRICTION SWILL BE OF THE CHARACTER AS FOR SMEAR COMMONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHER'MSE, SHAD. BE PROPERLY PROTECTED AT ALL TEASE CONTRACTR *ALL FOLLOW AU. ACOEP1ED MEDICOS OF SAFETY PRAGfCE AND PROVIDE ALL FENCES, TARIVCADIOS, ETD, AS MAY $Y ACTHORR HANDS 4UR OVER S WDRRE. F SHALL REPAIR AT HIS OWN COST ANY DAM.B TO DIE PREMISES OR ADJACENT STORK DAU$ED BY HIS OPERATION. B. DBORF.PEND E$ THE CONTRACTOR SHALL FAMFLARRE HDASELFWITH THE PROJECT • AS D THROUOHLY T D LYY TTAN7D 1HE MD SPECIFICATIONS, DISCREPET4CC:3 AND °OMIBRONS SHA BE REPORTED TO THE ARCHITECT PRIOR TO THE comsossaar OF ANY WORK IT 19 THE R$SPONSIBUJIY OF REPORTED CONDUCTOR a ARIEI ATIONT G AINED. PENO4ES AND DNa,MIeS1DNs S. BEFORE COMMENCR&4 WITH THE WORK, THE CONTRACTOR SMALL FILE WITH 1HE OWNER CURRENT INSURANCE CERTIFICATIONS N THE AMOUNTS RECILLENTED BY THS OWNER FOR WORKMENS OOMPIDSADTA4 ( 404SNE GENERAL LWBIUtY. BODILY INJURY AND PROPERTY SH ID • M NUU'Y AND T 1E ARCHITECT FOR ANY AND ALL CO COSTS, CLAIMS, SUDS, AND JUDGEMENTS FOR PROPERTY WADE AND PERSONAL INJURY, (INCLUDING DENTAL). ARISING OUT THE WORK OF THE CONTRACTOR 10. OWESONS: IN THE EVENT THAT CERTAIN EMCEES OF THE OONSTRUCTIDN ARE NOT FULLY SHOWN ON Ds MAIMS, THEN THEIR CONSTRUCTION N AS A SHOWN THE NOTED. 11. AS R LA 11. AITEIENO STRUCTURAL MENga NO STRUCTURAL MEMOS SHAD. BE °SUITED, NOTCHED, CUT. TADCKEI) OUT, OR RELOCATED WTI+DUT PRIOR APPROVAL DY THE ARCHITECT MO STRUCTURAL ENGINEER. 12. AU. MATERIALS USED SHALL BE NEW AND DEUVERED 10 THE 408 IN oR101NAL SEALED CONTAINERS BEARDS ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL. BE SELECTED BY RE ARCHITECT OR OWNER. 14. THE BONTRA0102 2UU. LEAVE ALL CHASES, HOLES OR OPENIMI TRUE AND OF THE PROPER SIZE OF HIS OWN WORK OR OUT SA/45 IN MONO WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONMCIORS WORK, CONSULTING WITH OTHER CONTRACTORS CONCERNED RETARDING PROPER LOCATION AND SIZE OF SAME . IN CASE OF HIS FAILURE 10 LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL. CUT THEM AFTET:WARDS AT HS OWN EXPENSE. NO WINE CUTTING SHAU. BE PERMTTEO NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE COMES OF THE ARCHITECT. CDNIRACroR SHALL BE FULLY IMPOSSIBLE FOR THE COORDINATION OF ALL WORK of HIS TRADES PLUS THE COORDINATION. REPAIR AND PREPARATION FOR 1HE WORK OF ANY OTHER TRADES THAT 241 BE SUSSEOUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. 1S. ALL CONTRA WORK WILL SE PERFORMED IN A FIRST CLAES WOR MAN -UKE MANNER, VARMINTS AND ALIGNING ALL SURFACES WHERE APPUGABLE TO AFFORD A FINISHED. NEAT APPEARANCE. CONTRACTOR DEBRIS �M ALL SURFACES ON FREE ES OF � T REFUSE A BY ADJACENT SURFACES CWHNO THE WIES5 OF HS IN15TAUATIDNS ALL CLASS AND HARDWARE SDIAU. BE THRDUGHLY WANED IN A MANNER ACCEPTABLE TO THE OMER. 1 ACCEPTABLEE TO CONTRACTOR OWNER A A GUARANTEE AN MURAL °STALLLLEED AS HIM FOR A PERIOD OF NO LESS 7 H T E HANN_ . N CO ONE YEAR AFTER DATE OF OF WORK 014 OTHER DRAWINGS. SHOULD DEFECTS TX WR, AU. RK SH�AL REPLACED OR PROPERLY REPAIRED AT NO ADINTI0NA1. COST 1O THE OWNEL 17. ALL WORK 2542/02 MATE RW. SHALL DE INSI40.50 24 STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 12. SHOP DRYADS AND SAMPLES TOR 415545 OESEINATED BY THE ARCHITECT SHALL BE moms 1O THE ARCHITECT FOR APPROVAL 10. SIB5TANTNL COMPLETION SHALL BE ATTAINED WHEN ALL PHESi5 OF THE WORK ARE 005 01.5150 C OLUNINO ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCIXLPANCE OF THE DWEUIND, 20, NO CLAIMS P0R EXTRAS OR CHANGE ORDERS WILL DE 045404 �I TMCR THEY ARE 2 4 5 444E AND SEINED BY 125 21. 'ME GUM.. CONDITIONS OF 'DUE CONTRACT FOR 114E CONSTRUCTS) OF SUMMITS" OF THE AMERUf 2 [warm OF ARCH 000UMEWf A- 201, LATEST EDITION, ARE HEREBY MADE PART OF f0NTkAGT DOCUMENTS, THESE mow o SPECI1CATKPoIS AND CONTRACT SEMEN MI5 OWNER AND R SHALL TAKE PRECENDENCE OVER THE ' GENERAL COMETIONS" IN 114E EVENT OF A CLMHM1LOT. 22. , � R N DITIONWO AND VENTILATES PERMS BY MEDHAMCAL BAILEY RESIDENCE MIAMI SHORES, FLORIDA E451NG USE: RESIDENTIAL 1,040 S.F. INCLUDING GARAGE PROPOSED USE: RE5IDENTIAL 1,040 S.F. GROSS LOT AREA: 127.08' X 70.00' 8,038 S.F. DATA EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF ASPHALT /PORCH AREA LANDSCAPED OPEN SPACE LEGAL DESCRIPTION EXIS11N0 10' -7" 31' -11 33'-0 14' —B" 421 S.F. 5,977 SF 1145 WEST 1/2 OF DDT 5 AND LOT IN LESS THE BEST 8.00 FEET. BLOCK 4B, MIAMI SHORES SECTION 2, ACC0RD1N0 TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUtLLIC RECORDS OF DADE COUNTY, FLORIDA. 111111111,1E111111 111111111111111111111111 LOCATION MAP SCALE: 1 " =1 00' (2) CAR BRICK 0RIVWEWAY 0 SCALE: 1 " =20' SITE PLAN PROPOSED EXISTING EXSTINO DOSING EXISTING EX1511140 EXISIINO EXISTING NEW POCKET DOOR BLOCK UP EXIST. DOOR NEW 319' -11" DOOR NEW A/C WALL UNIT IN EXIST. OPENING SCOPE OF WORK 1) GARAGE CONVERSION INTO A NEW BEDROOM W/BATHR00M NEW CABINET DOWN NEW S'-O' SLIDE CLASS DOOR (a3 NEW RAISED FLOOR MIN. r ABOVE GRADE BLACK UP EXI5TNG DOOR NEW B' -0'W X 4' -O' HT. SNOW NEW 9' -0" WOE PLANTER AREA OF NEW WORK FLOOR P L_A N SCALE: 1/4 " =1' -0" '' RE4191ONS BY • ! DRAWN N. M.M. 08-12 A8 5)401F1 .1010 Nn. SMELT A-1 or 2 smarm IP • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • DIVISION 2317E • WORK • • • • • • • • • • ••• • • • • ••• 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL 2FTLWNDER OIILD440 :COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT WY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT • • ACCEPTABLE. 3. FILL. FOR RDUGS4 ORAIIINGSAND UNDER SIDEARM *S: CLEAN PIT ROO • • • AND/CH SAND CONTAINING ASM8NIM NA OF 11D81 SAND 1MtMO RUCK • • • LARGER THAN WIU. PAS" HLROUW% A 2 s • isse • • • • • • 4.CLEARIN04 REMOVE ORWANI. Na 0111ER DELERRIOUS 1IAL A • • • • INCLUDING DESIGNATED TREES, RD•1S ETC. FRNFl1TIIE ENTIRE SITE. • • AREAS TO BE COVERED BY BUILDINGS SLAB OR FBA, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED 10 A MINIMUN DEPTHS OF B NEW AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, R00T6, ETC. 1/2" COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE AU. GYP. 1RA84 AND OTHER OEUITRIDUS TFAI4LS• `TTE AYOISTOCNpISF• • • WALL APPROVED MATERIALS FOR S1PE GRADING. • • • BOARD S. UG7URAL • CA D: WINGS AN FOL171NG � 3 *` p +TyLS. Iawlr. m ON • • SIR DRAWINGS AND � � V A BACK FILL UNDER FOUNDATION IS K TED. • • • 1 ASS OTHER THAN FOR SPECIAL 61. 6.MIXNIUM B E A R I N G CAPAO k S OIL AT . ' r a A l INS% 1L 00 • • P. 7. 1E11/140 AND BACKF1WNG: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12' THICK. COMPACT TO A MINIMUM OF NINETY -FIVE NEW INSECT PERCENT (9 OF MAXIMUM DE451TY AT OPTIMUM MIBURE AS SCREEN DETERMINED BY ASTN 01057. PLACE FILL OUTSIDE OF BUILDIN00 IN LAYERS NOT MORE THAN 12' DICK. WATER AND COMPACT EACH LAYER NEW TO SOLID MASS EQUAL 10 SURRCINDINO UNDISTURBED SOIL. 0401011 O.PRDVIOE GROUND POISO1NO PER FHA M.P.B. 100 UNDER ENTIRE SURFACE OF FLOOR, PA110 AND STOOP SLABS AND BOTH AND >SDES OF FOUNDATION WALLS *ECM ARE NE1rl SEALENT OIY610N 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) D IVISION 4 MASONRY 1. CONCRETE MANONRY UNITS AWN C90 -70, GRADE A. 2. snag MATERIAL UNDER COVER IN DRY PLACE. g�$�g, 3. GUM =WEB AND ER OTHER MASONRY mots SPECIFIED SET ELSEWHEIIE, 8IP W480 1U 00 X1104' N MASONRY. PROVIDE OPFIDN 81 REQUIRED BY 01HER TRADES. ERECT I INDICATED. DO G NOT SQUARE END BLOCKS UNLESS CONCRETE COLUMNS. WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING 7- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MD( 1 PART PORTLAND CEMENT, 1/2 PART UNE PUTTY. 3 1 88.61! PARIS SAND. AVM 0-270 AND AS11.1 . -S0, USE TOPE 'B' GRADE AND TYPE 'S" AI�YE GRADE. GROUT MIX 1 PART QEM054 3 PARTS SAND. DIYIBIDN B METALS 1. STRUCTURAL STEEL AND MIBCEUANEDUS IRON CONFORM TO MIA A 2 PREVENTION ELECTROLYSIS WHERE AWMINUM WILL CONTACT SHALL. CONCRETE. SEPAR TTED U L NG Q � W COAT OF ALU M 910YEN780 ASPHALT PAINT ON EACH $U 3. TM DOWN RAFTER ANCHORS LR4AE.L BE AS MANUFACTURED BY TIDO OR APPROVED EQUAL. ON WOOD FRAME CONSTRUCTION. 4, FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH AD APPLIED � pp 01 3 Np 0 WDICATED. PROV 04440 SECURE AND PURPOSE INTENDED IN AU. INSTANCES. DIVISION B CARPENTRY 1. /HE LUMBER USED SHALL BE IDENTIFIED EY THE MADE MARK OF AN 41 LOAM GRADING, OR INSPECTION BUREAU OR AGENCY. SlRESS-GRADE U5*808 SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE WARIER /MID ITS FA LATEST ETM00N S1410010RM. FRAMING MEMBERS 10 1.200 PSI NMUM EXTREME FIBER STRESS IN BOONS. 2. FURRED 5001154 A. FURRED SOFFi10 SHALL BE CONSTRUCTED NTH 2X4 METAL ENDS AT 15" 0.0. d0IST5. HUNG F'FROM STRUCTURAL FASCIA AND 1444 NAILER ANCHORED 10 MASONRY AT 4'-O' MAX. S. FOR LOCATION ANO EXTENT OF FURRED AREAS, SEE DRAWINGS 3. W000 PRESERVATIVE: PRESSURE TREAT ALL FRAMING UNSER. 74444M WOW RAFTERS PURRING. BLOCKING AN0 ALL STANDARD SPECIFICATIONS C1 -72. AND 0S -72. 4. MILLWORK' INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER VAIN TIGHT .ANTS AND TRUE SURFACES WELL 841400D. SCRIBE ALL 04• AND SHELVING W 504DIN40 SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. �L, b. Qt' ERROR USE, PLAN ANCHORS AND AWE COA ROUGH HARDWARE FOR 0470008, PIANISM AND INSTALL AS REQU800. METAL. WINDOWS: A MANUFACTURED IN ACCORDANCE WITH 4.A.1A.4. SPECIFICATIONS US- 52 -HP. 8. ALUMINUM OOHS AND *50088 VI1H APPROVED 5.8.8.11,8. #*SA-234 -14 00041 29-1, 5.4.M.A. C. MEET MS-AT -H CLASS II SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS MINIMUN .082' THICK. 6033 -15 ALUM5pIM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL ESP. FINISH. E AR AND WATER INFILTRATION SHAD. MEET CA EXCEED THE REQUIREMENTS AS ES7ABU0HW BY 11.A.0LA, FOR INSECT ScREEN NSW KER ROD AND SEALENT DIVISION 8 FINISHES 1. 510000: A. STUCCO FINISH TO MATCH 61811N0 B. STUCCO ON MASONRY: 3 /B' THICKNESS IN 1W0 COATS. 0. STUCCO ON WOW FRAME/ 8/6 10151. mama Ism COATS ON EXPANDED META4, LA144 OVER 18 LBS. ASPHALT SATURATED EMT. D. PROVIDE CONT. 8T0000 CONTROL .4011 AT .1NCT1044 OF METAL LATH 014 FRAME CONSt 7O M400448Y COAST. 2, DRYWALL( SUPPLY AND INSTALL 011931119 DRYWALL IN ACCORDANCE WITH N. MANUFACTURER'S SPECFiCA1N0148. USE METAL C0IADRETE ME14. CORNER BEAD DR ANGLES pS L AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH E TH MANUFACTURER'S SPECFICATiONS. 80,000 954. 3. PANRNO: (PANT ALL OTHER SURFACES 871H Two COATS QUAIU7Y INTERIOR DR MINOR PAINT AS APPUCA8LE NEW SLOPE g / MA NEW 544 PT WOOD BUCK SECURE TO STRUCTURE W/ 3'X1 /4DIA. 7APCON • 1Y• 0.0 STU FIN. T MATCH A DETAIL 0 JAMB SCALE: 3"1'-0" CONCRETE MK NBW NEW 5/6" y , r 1D ° r Y9.NALL 541014 ELI ,7 -• BOARD 8"X12' CONC. W/4 4180 DETAIL 0 HEAD SCALE: 3 "s.1 ° -0" ()DETAIL 0 SILL 'C SCALE: 3 " =1 ° -0" 6'X8' MVO. FILLED 1114. W/1 N75's 00WE4 1144. 5' INTO FOOTING ANO CONC. HEADER CONCRETE MIN. L 1641. Nil NEW 9844 PT WOOD 8804 SECURE TO STRUCTURE / 3'[1 /4'DIA TAKEN C 12' 0.0 CAUUOVG MALE NEW 2%4 PT P1000 BUCK SECURE O 81CTURE 81 E / 3'%t/4b T •t2' 0.0 sr CONE. WH Ws MIN. MB PFHEDI ON w7o JA GON0. BOTH S0A FILL N EXIST. GARAGE 0608 OPENING NEW WINDOW TO MATCH EXISTING BLOCK UP EXIS71N0 DOOR NEW AREA OF PLANTER NEW WORK NEW 8'- 0 "X5' -B' SUOINO CLASS 0008 EXISTING E"G$TING DECK DOOR AREA OF NEW WORK MN MI MI MI U1 CI SOUTH ELEVATION SCALE: 1 /4 " =1 ° -0" NEW WALL UNIT N EXIST. OP0ING WEST ELEVATION SCALE: 1 /4 "= 1 ' -0" AREA OF NEW WORK EAST ELEVATION SCALE: 1 /4 " =1 " -0" NEW PLANTER REVISIONS SY DOH a-a -ve DRAwa \ M .M. 5-1S-12 AS SHOWN 400 ND. 02 SH EE T A -2 or 2 INSTALL 1 ARMOR SCREEN FRONT ENTRANCE 6 ( 0 ° c41%* 0 0(q 71 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 89890. SCREEN MUST BE FULLY INSTALL TO BE INSPECTIONED.8/28/08 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/29/2008 Inspector: Grande, Claudio Owner: WADE, BRIAN Job Address: 452 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DESIGN DRYWALL INC Building Department Comments Thursday, August 28, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Parcel Number 1132060140040 Lot: Phone: (305)468 -9865 Page 2 of 2 INSTALL 1 ARMOR SCREEN FRONT ENTRANCE I S Passed Inspector Comments ejLe.tAIL/ il A #-- CO be aAle ( ,CIS ducikr D 6 . Failed A: 7 �� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/28/2008 Inspector: Grande, Claudio Owner: WADE, BRIAN Job Address: 452 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DESIGN DRYWALL INC Building Department Comments Wednesday, August 27, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060140040 Lot: Phone: (305)468 -9865 Page 1 of 2