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RC-11-1468
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165263 Permit Number: RC -8 -11 -1468 Scheduled Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: BATISTA, ARNALDO AND ELEIDE Job Address: 10611 NE 10 Place Miami Shores, FL 33138 -2103 Project: <NONE> Contractor: MARTIN REMODELING CO. Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)498 -4511 Parcel Number 1122320280590 Building Department Comments RISE TIE BEAM TO INSTALL NEW GLASS TRANS ON TOP OF THE EXISTING DOOR Pass Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ec- October 07, 2011 For Inspections please call: (305)762 -4949 Page 17 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. R---41 1 ° Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING RO IN OWNER: Name (Fee Simple Titleholder): AV 61.it1' '3 & 475 Phone #: Address: (0.6 t ( L.":- /0 1 City: State: Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: / 0 6 f/ P\9 L, /0 PL City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name:i>� 1� r� C,C�$ hone #: �n V ` Address: ( St's ( ,C-3 P' City: `' viii Sta e• Zi Qualifier Name: r C. If 194 1 �) Phone #: CState Certification or Registration #: (? , /30 / SQ ®[ Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $_ Square/Linear Footage of Work: Type of Work: ❑Addition °,Alteration /� ❑New °Repair/Replace Description of Work: CA-4 ( V � rZ N D 1-t - DO ❑Demolition * * ****** : x +r******* **************Fe *x:********* **+ x************ ****+x*******+a*+x*** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �°P ° Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of Commencement and construction lien law brochure will be delivered to the person whose property 's subject to attachment. Also, a certified copy of the recorded notice of commencement must +e posted at the job site for the first ins' rn which occurs seven (7) days after the building permit is issuedthe absenc of such posted notice, the inspection wil' proved and a reinspection fee will be charged. 11]A iliW , 411(4ll i I Signature 'II Signature �V wner or Agent The foregoing instrument was acknowledged before me this d® day of �oerr 20 h , by tone or who has produced VI- As identifibation and who did take an oa who is person Contracto The foregoin instrument was acknowledged before me this day of , 201,1 , by M 1 a°' 6A— Sign: Print: My Commi OS F. PARRA FALCON ' Comm# DD0796680 Expires 6/10/2012 ■ . Florida Notary t IMAt gi,'i .I`® tut t**!:+ x+ x* **: x**+ x*: u***a: ****** **+ x*: x: xx:* x: *************:x+xx:***x *** who is personally known to me or who has prQL!1 D as identification and`o,ie • .�- 44 ll!ui11yo. NOTARY PUBLI Sign: Print: My Commission Expires: APPROVED BY 0,Ftf Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk M AMMAal Cd.1NTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION. NOTICE OF ACCEPTANCE (NOA) Dora lum Corporation 7040 N. 1*. 77 Terri Medley, EL 33166 SCOPE: MIA1MDADE COUNTY, FLORIDA METRO:DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 . MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com • This NOA is being issued :under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miarai-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-(AHT). This. NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control -.Division (In Miami Dade County) and/bethe 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. DESCR1PTiON: Series "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01-20, titled "Series 100 Alu•Svving Door w/ Sidelites", sheets 1 through.6 of 6; plepared by Al Farooq Corp., dated, 01-24-02 last revised onlYlar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the IVfiaini-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the 1Vfiami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label-with the manufacturer's name or logo, city, state and following statement: • "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable 'building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOk. 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 Nfiami-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 NO.4 shall be proyided 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 revises & renews NOA # 01-0724.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. t6e \A 41\1'4' //--/Ygg NOA No 07-0109.08 Expiration Date: April 11, 2012 Approval Date: April 12,2007 Page 1 Doraluri'Corporation NOTICE OF ACCEPTANCE: EVIDENCE.SUBNIITTED A. DRAWINGS (transferred from file # 01- 0724.10) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01/24/01 and last revised on Mar 21,, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from 1rle # 01- 0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 - 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March221, 2001 Test Report No.1(E1'L- • 2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by Fit, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. . Anchor verification calculations & comparative analysis, complying w/ FBC 2004 . prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1.. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'11I1.CATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety=Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for :`Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/15/06, signed and - sealed by Dr.Hi mayoun Farooq, P.E. 2. Statement of .laboratory compliance, as part of above referenced test reports. G. O'1'HER 1. This NOA revises & renews NOA # 01- 0724.10 expired on April 11, 2007. E -1 Is 1544-2 aq I. Chanda, P.E. Product Control Examiner NOA No 07- 0109..08 Expiration Date: April 11, 2012 Approval Date: Apri112, 2007 8" MAX. 144" 12" MAX TYP HEAD /SILL CORNERS SURFACE APPUED FALSE MUNTINS -', MAY BE USED AT HEAD/SILL i I1 1 3" 3° 12° FRAME WIDTH 3. ANCHORS REQD. AT MTG. STILE LOCATION 6 II / II / __ 1- /0- ' F /N. II / 4 \ 11 \ Ii n . \ VI I . I I`` II, = = =? == 11 \ 1 n\ --. J 0 _ . 24 3/4" D.L. OPG. 34 11/16° LEAF WIDTH 71 3/4" II / cjj 14" 2 1/2" 2 1/2" tl II II II II 1. II II II II II it u II 11 II II II n u 17" MAX TYP c DOOR WIDTH 32 1/4" D.L OPG. TYPICAL ELEVATION ( XXOO ) ►tsit) UNIT SERIES -100 ALUMINUM SWING DOOR W/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS . WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE..,. .- „ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 32 1/4" D.L. OPG. f0 O M a ..J 3/16" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX 11IG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE N 3/16" ANN. GLASS .015" URETHANE ADHESIVE .070' INTERLAYER 'SAF —GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 3/16" ANN. GLASS GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS .060" INTERLAYER SAFETY PLUS POLYESTER BY 'GLASSIAM' .010° PET 060' INTERLAYER SAFETY PLUS POLYESTER 3/'16" HEAT STREN'D GLASS GLASS TYPE C' GLAZING OPTIONS . HUMAYOUN Fsst000 PE # 16557: .. CAN. 3538 . DOORS /SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAR 2 1 2D07 N IPROOLICiftENEWED Sulding Cade Agol.mm. Ns07 -Oloc: 01►aat•AP& ill 7 /4 �'� •l.S,th� lefehlas (/0 �Y 4.0 Z n Q to Q 8_ I 0 e a i mm LL ce O n � ✓ o O WM9 cr CO O c r- O eL W 3 J aI_Q 4 W el11 O C O a 0 U N IY J (n N revisions: no •a e •y •e$Cnp Ian A 01.24.02 REV. PER BCCO COMMENTS • 8 12.12.06 UPDATED FOR 2204 FBC ( 8 ec3le :.1/2 ° -1' -0' drawing no. WO1 -20 faheet-T of 8-1 CHART A (FOR X & XX DOORS) Di THOUT SiDLLITES DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A', '8' OR 'C' PANEL WENN FT./W. 000R HEIGHi.' FT./IN.. EXT.( +) INT.( -) 2/6 3/0 6/8 62.0 _ .8.1.0. 62.0 81.0 2/6 3/0 8/0 62.0 81.0 62.0 81.0 FRAME WIDTH (x) HEIGHTS: FRAME WIDTH NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYUTE OPG. 6/8 79 -7/8' 77 -3/8" 67 -5/8' 8/0 95 -7/8' / \ 5/0 (XX) 59 -3/4' 28- 11/18' / 6/0 (XX) \ 34- 11/18' / 62.0 69.8 \ 81.0 / . 62.0 81.0 \ \ 62.0 32 33 34 35 36 / \ 81.0 62.0 / 62.0 ' 78.3 \ 79.2 / 69.8 62.0 .\ / 66.5 62.0 77.6 62.0 63.1 • 62.0 76.5 \ / V • NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYUTE OPG. 6/8 79 -7/8' 77 -3/8" 67 -5/8' 8/0 95 -7/8' 93 -3/8" 83 -5/8' THS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 38 -1/2' 28- 11/16' 18- 15/IS' 3/0 (X) 37 -1/2' 34- 11/16' .. 24- 15/16° 5/0 (XX) 59 -3/4' 28- 11/18' 18 -15/16 6/0 (XX) 71 -3/4" 34- 11/18' 24- 15/16" NOTE: GLSISS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC.. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 CHART B STATIONARY PANEL (0) OR DOORS WITH SIDEIITES DESIGN LOAD CAPACITY- PSF WIDTH (W) INCHES - f'RAME HEIGHT ' FT. /IN. ' . GLASS TYPE -W GLASS TYPE 'B' & 'C' EXT. ( +) INT. (-) EXT. ( +) INT. ( -) 32 33 34 35 36 7/0 62 0 81.0 62.0.. 81.0 62.0 78.3 62.0 81.0 62.0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 63.1 62.0 81.0 32 33 34 35 36 8/0 62.0 81.0 62.0 81.0 62.0 ' 78.3 62.0 79.2 62.0 69.8 62.0 78.3 62.0 66.5 62.0 77.6 62.0 63.1 • 62.0 76.5 W1 W2 W1 W1 \ \ "0 \ \ /- - v / / / /1/- \ \ \ . / / \ . \ \ \ �% \ • \ / / . ,f \ / / \ / \ / / / • i / \ / / / //% / / W1 W1 ( OXO ) WIDTH (w) = w1 + W2 (FOR DOORS WITH SIDELITES) 2 WI v x W2 W1 C W2 / \ "0 ii / / / \ \ \ \ /- - v / / / /1/- \ \ \ ( OXO ) WIDTH (w) = w1 + W2 (FOR DOORS WITH SIDELITES) 2 WI v x W2 W1 C W2 W2 ( XXOX ) ( oxx ) ( xxo ) W1 W2 W1 / \ ii / / / \ \ \ \ / / . / / \ \ \ \ \ \ - C/ , • \ / . ,f \ / / \ \ / - • %y / • i / \ \" / / //% / !%% \' \ / / / / \ \ / / • / \ W2 ( XXOX ) ( oxx ) ( xxo ) W1 W2 W1 ( 0XXo ) / \ ii / / / \ \ \ \ ( 0XXo ) / \ / \ / \ - / \ / \ - • %y / • i J/ \ \" / //% !%% / \ / \ / \ / • \ \ / ( 0XXo ) ( X00 ) ( 00X ) ( XX00 ) ( OOXX ) asealObklitIdla akelfklam 07-01 Ripktede air LSLew E droving no. W01 -20 / \ / \ / _ \ \% \/ \ / \" / \ / \ / ( X00 ) ( 00X ) ( XX00 ) ( OOXX ) asealObklitIdla akelfklam 07-01 Ripktede air LSLew E droving no. W01 -20 1 0 OPERABLE UNITS a -J METAL TYPICAL ANCHORS STRUCTURE SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE.SEP - -.NOA • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING 'SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL -ANCHORS; SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' two 28Y WOOD BUCKS OR WOOD STRUCTURES 1--3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES , STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEL'11..4. 1 S: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL, PARIS CONNECTIONS.,.SEA<L>D _WITH CLEAR COLORED -SEALANT newer. 1161120 Ampules* c.- 10 t2 1600.1wi Boa NON METALLIC GROUT " 3 KSI MIN. STATIONARY UNITS Engr. DR. HUM YOUN FAROQQ FLA. PE # 16557 CAM. 35n- MAR 2 1 2oa7 - w N .4 0. ni MC MC O • g Q ceRvo • a o °°� < m -o ,j Ova M QW R F a a 0 0 0. .0 U c m Q , p 5 8 0 0 0 a 4! n drawing no. Wo1 -20 --TYPI ANCH S___. SEE ELEV. FOR SPACING FLUSH BOLT OPERATOR ON ACTIVE LEAF _.- FLUSH- BOLT OPERATOR -- ON INACTIVE LEAF (CONCEALED) INACTIVE LEAF D.L OPG. D.L.O. D.LO. EXTERIOR 1/4' -MAX SHIM TYP -- - :-DOOR - WIDTH - - 1 B WOOD- BUCK 1 /4` MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4- MAX. SHIM SPACE 4/4° MAX. SHIM SPACE D.L OPG. TEXTEMOW D.L OPG. mAR 21 I • ' -.265 - -: .272`' - GLAZING vilest - SEAt.E t:r) .334 .726 1.058 GLASS .STOP WEATHERSTRIP ADAPTER 1.464 1214 .875 .466- GLAZW}G. ADAPTER (DOOR .499 TOP /BOTTOM RAIL 1.823 GLAZING ADAPTER (SIDEUTE)• 250 YLJ,..nw {Nf\ . I ATr.1CIAI. mAnr./burrupacimmuum0 1' SW-28899 y 3/000R FRAME HEAD /JAMB 6063-16 - ijtiM fig 6tI #_ _ 3 SW-28904 AS READ. . WEATHERSTRIP ADAPTER • 6063 -16 - 4 SW -28898 1 /000R THRESHOLD 6063 -T6 - 6 SW+�28896 = -_ - ..tiC -tom HINGE STILE -- - __, _ - - 6063-78 .. -_ .. 7 SW -28901 1 /LEAF LOCK STILE 6063 -16 - $ , -24887 A$::zREQD. .Q:.. ___ VJ! _8463 -T6 6063 -T6 ■ - 9 SW-28903 1 /CORNER ASSEMBLY STIFFENER 10 SW -29244 3/LEAF HINGE DOOR PORTION 6063. -T6 - 11 SW -29245 3 /LEAF . ...HINGE FRAME PORTION . 6063 -T6 - 12 - 2 /LEAF3/8" X 16 X 32" LONG THREADED ROD STEEL - 13 - 2 /LEAF . 3/8 -.X 16 NUT - - 14 - 1 /HINGE 5/18" X 6" ROD - i STEEL PLATED STEEL 15 - 8 /LEAF 1/4" SETTING BLOCK yNYLON - 16 - AS REQD. GLAZING VINYL VINYL 17 PW -101 AS REQD. BULB WEATHERSTRIPPING VINYL - 18 PB -8400 AS REQO. POLE. WEATHERSTRIPPING - SCHLEGEL 19 SILICONE PLUS SILICONE DOW CORNING 20 5025 AS READ. FLUSH STS • DELTA IND. 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 #8X3/44" PHSLIS AS REQD. ASSEMBLY SCREWS AT ALL FRAME JOINTS 23 DOR -018 AS REQD. GLAZING ADAPTER (000R) . • °- 6063 -T6 - 24 13O12-017 - AS REQTf _ -- GTAZOTG" ADAPTER-(SIOELITE) ' 6063-T6 - 25 DOR -019 AS READ. ; GLASS STS 6063 -16 - L-L547 --I ASSEMBLY STIFFENER THRESHOLD LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM M. ANUAt.LY _ OPERATED CONCEALED.. FLUSH BOLTS - AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP &. BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 1O' FROM TOP & BOTTOM AND ONE AT MIDSPAN SIDE UTE. GLAZING BEAD SIDE LITE JAMB 7 esetristirim BY wit ofo .IJ` a.II61r4P.c /1 I2. 'Mac. , M 2_.070 #10 -24 X 1/2" FH SELF DRILLING SCREWS MAR 2 1 W07 HINGE STILE LOCK STILE 3 PIECE HINGE drawing no. W01 -20 (sheet $ of . 6 ) O FRAME BOTTOM CORNER k DOOR LEAF CORNER MOUVeritElanna aseatiltrifilleilborids AgesPiallid Esiolgultailleo 2 Division e N' ZJ R O O c 0 CC 0 0 CD lV Wcc 0 0 0 a drawing no. W0l -20 4 09/02/2011 14:07 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Z001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT *** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1748 RECIPIENT ADDRESS 93058871544 DESTINATION ID ST. TIME 09/02 14:07 TIME USE 00'22 PAGES SENT 1 RESULT OK Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Ptetum to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 IBM To 1 ARNALDO AND ELEIDE BATISTA 10611 NE 10 Place MIAMI SHORES, FL 33138 -2103 Date 08/11/2011 08/11/2011 08/11/2011 08/11/2011 08/11/2011 08/11/2011 09/02/2011 08/11/2011 CCF Fee Name Permit Fee Education Surcharge DCA Fee Technology Fee Scanning Fee DBPR Fee Plan Review Fee (Engineer) NE. -Cf TO NC- (C or Invoice Number: RC -8 -11 -41720 Invoice Date: August 11, 2011 Permit Number: RC -8 -11 -1468 Bond Number: `Comments: Fee Type Percentage Calculated Calculated Calculated Calculated Calculated Calculated Calculated Fee Amount $300.00 $1.00 $4.50 $4.00 $6.00 $4.50 $60.00 $3.00 Total Fees Due: $383.00 Payments 1 8� a MoVAIK__ oft94 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING / e `imp e _ Address: / / { �.'r /0 ( CEIVED AUG 112011 Permit No. PC1 -- 91/1.Y Master Permit No. /� ROOFING OWNER: Name (Re N (F Simple Titleholder): P ` l 11L Pr Phone#: City: State: Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier Name: ` (� /pr S te: / 9J �✓ ) NO Flood Zone: /f l h'hone #: 71C 075' g- 33 y3 Zip: p3 3z / 0 Phone #: 70 h c 1 x - 33 yj State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Enginee S, Value of Work for this Permit: $ Type of Work: DAddition l9'Alteration Description of Work: r e T / Phone #: Square/Linear Footage of Work: ONew elk 11 ORepai eplace a Pj@ a' C( ODe olition C -AS. J a w *a:+x**•x*******+ x+ x* x:***************+x+xx:x * **Fees ******+ x************** * **** ** ***** ** ****** Submittal Fee $ Permit Fee $ _?e) O Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ ,o Double Fee $ Structural Review $ 0 • CCF $ CO /CC $ DBPR $ Bond $ Technology Fee TOTAL FEE NOW DUE 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 AF'FI)AVIT: 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 wil!flot be approve i�•nd a reinspection fee will be charged. Ulla° tf Signature 1 Signature Owner or Agent Contractor The fore oing instrument /was acknowledged befo e this .11° The foregoing instrument was acknowledged before me this day of 54 s , 20 / ! by 52CO-�Ceb 441k , day of , 20 _, by who is personally known to me or who has produced -FL . who is personally known to me or who has produced ation and who did take an oath. as identification and who did take an oath. NO VARY /' UBL NOTARY PUBLIC: Sign: Print: r,•1-1 • • - 1 • My Commissi Comm# DC0796680 Expires 6110/2012 'oy�• „,0% Florida Notary Assn' ssn., Inc **+x*** ** *** ***** ** * * *** **fts ftinw a o ** * *�x>ks:+x ******** * * ** : �x�x�x�xx� ****** ** * * * ***** * * **** �� *** APPROVED BY %�_� t�rff Plans Examiner Zoning Sign: Print: My. Commission Expires: (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Structural Review Clerk Parcel Owner Report Parcel Number: 1122320280590 10611 NE 10 Place Miami Shores FL 33138 -2103 Tax ID: 1122320280590 Owner Information ARNALDO AND ELEIDE BATISTA Phone: (305)498 -4511 Current Owner: Yes Related Permits Driveways /Sidewalks /Slabs Electrical - Residential Electrical - Residential Fence/Wall Imported Permit Imported Permit Mechanical - Residential Paint Residential Construction Residential Construction Residential Construction Roof Roof Roof Roof Permit Number DS -8 -07 -1705 EL -6 -11 -1088 EL -5 -08 -867 FW -2 -06 -261 EL2005 -180 BP2003 -1620 MC -6 -11 -1087 PT -4 -09 -530 RC -8 -11 -1468 RC -5 -08 -866 RC -5 -11 -940 RF -12 -05 -1270 RF -6 -11 -1089 RF -6 -08 -1142 RF -3 -09 -309 Application Date 08/13/2007 08/01/2011 05/13/2008 02/01/2006 06/02/2005 10/07/2003 06/15/2011 04/01/2009 08/11/2011 05/13/2008 05/23/2011 12/28/2005 06/15/2011 06/20/2008 03/03/2009 Expiration Date 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 Status CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED APPROVED CLOSED CLOSED CANCELLED CLOSED CLOSED CLOSED 3,000 51000 Ned' )1,000 i000 Tuesday, August 30, 2011 Page 1 of 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction /renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre - damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) v,- PROPERTY OWNER: A "3 i PERMIT # 12S- I ` —' X ADDRESS: /o c, l f p7E, / c7 opt FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: �), COST OF PAST IMPROVEMENTS (12 MONTHS); l� 000. Y.. COST OF PROPOSED IMPROVEMENTS: a00 • �� (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): oaO VALUE OF PRINCIPAL S 7lCk\cL TURE (atta appraisal): lP 140 1 - 00 s OWNERS SIGNATURE: AAilit DATE:ef PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Miami -Dade My Home My Home a ate Show Me: Property Information Search By: Select Item ® Text only ® Property Appraiser Tax Estimator 11 Property Appraiser Tax Comparison I Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2232 - 028 -0590 Property: 10611 NE 10 PL Mailing ARNALDO BATISTA &W Address: ELEIDE Living Units: 10611 NE 10 PL MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2103 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,952 Lot Size: 10,400 SO FT Year Built: 1953 $50,000/ $153,175 32 52 42 MIAMI City: SHORES ESTATES PB Legal 47 -58 LOT 9 BLK 4 LOT Description: SIZE 80.000 X 130 OR 20210 -4920 01 2002 1 OR 20210 -4920 0102 00 Assessment Information: Year: 2010 2009 Land Value: $62,339 $140,870 Building Value: $140,836 $172,548 Market Value: $203,175 $313,418 Assessed Value: $203,175 $232,647 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 nd Homestea : YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $153,175 $50,000/ $182,647 County: $50,000/ $153,175 $50,000/ $182,647 City: $50,000/ $153,175 $50,000/ $182,647 School Board: $25,000/ $178,175 $25,000/ $207,647 Sale Information: innnn Page 1 of 2 ACTIVE TOOL: SELECT direetQn Aerial Photography - 2009 0 113 ft My Home I Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home I Using Our Site 1 Phone Directory 1 Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. At rights reserved. Legend N Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2.miamidade .goy /MyHome /propmap.asp 8/11/2011 08/22/2011 12:14 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 171001 * * * * * * * * * * * * * * * * * * * ** *s* TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 1694 RECIPIENT ADDRESS 93058871544 DESTINATION ID ST. TIME 08/22 12:14 TIME USE 00'17 PAGES SENT 1 RESULT OK Permit No: 11 -1468 Job Name: August 18, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (`I) Provide a substantial improvement verification work sheet. 12) Provide design code criterion. Provide wind load design criterion on plans. 4) Provide floor plan showing location of work. 5) Provide a shoring detail for the existing roof structure during demolition. 6) Provide wall detail for finish on inside of new work including insulation. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Pax ws sai 144 Permit No: 11 -1468 Job Name: August 18, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Provide a substantial improvement verification work sheet. 2) Provide design code criterion. 3) Provide wind load design criterion on plans. 4) Provide floor plan showing location of work. 5) Provide a shoring detail for the existing roof structure during demolition. 6) Provide wall detail for finish on inside of new work including insulation. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 fx � Egg is44- NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOReff ' ! G!o TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 111111111111111111111111111111111111111111111 CFN 201 1 80414524 OR Bk 27732 Ps 4940; (fps' RECORDED 06/24/2011 11:16:09 HARVEY RUVIW CLERK OF COURT MIAMI• -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office .% 4 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y! UR NOTICE OF _ OMMENCEMENT. Signature(s) of Prepared By Print Name Title /Office , utiville STATE OF FLORIDA COUNTY OF MIAMI -DADE orized Officer /Director /Partner /Manager Prepared By Print Name Title /Office The for •oing instrume as sknr dged before me this O3 day of By 0:90 13- ndividually, or ❑ as for ❑ Personally known, or produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 3 •3•2 doll Signat, -(s) o By I.:4'144.A Expires 6/102012 E Florida Notary Assn., Inc Z Ittaem amenmmemmommmmmemmea moor®meaem®mea®e4ag44 Owne or Ow er(s)'s Authorized Officer /Director /Partner /Manager who signed above: is By /37 MIAMF COUNTY MIAMI -DADE COUNTY CONSTRUCTION LIEN LAW FOR OWNERS NOTE: IF YOU SIGNED AS THE OWNER'S AGENT YOU ARE RESPONSIBLE FOR DELIVERING THIS INFORMATION SHEET TO THE OWNER OF THE PROPERTY. WARNING TO OWNER Florida's Construction Lien Law (Chapter 713, Part One, Florida Statutes) requires the recording with the Clerk of the Courts a Notice of Commencement for red property improvements greater than $2,500.00. However, it does not apply to the repair or replacement of an existing heating or air conditioning system less than $5000.00 in value. This notice must be signed by you, the property owner. Under Florida law, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. YOU MUST FILE A NOTICE OF COMMENCEMENT For your protection under the Construction Lien Law and to avoid the possibility of paying twice for improvements to real property, you must record a Notice of Commencement in the Clerk of the Court's Office. You also must provide a certified copy of the recorded document at the construction site. The Notice of Commencement must be signed by you, the owner contracting the improvements, and not by your agent. The Notice of Commencement form, provided with this information packet, must be completed and recorded within 90 days before starting the work. A copy of the payment bond, if any is required by you and purchased by the contractor, must be attached as part of the Notice of Commencement when recorded. If improvements described in the Notice of Commencement are not actually started within 90 days after the recording of the Notice, a new Notice of Commencement must be recorded. You lose your protection under the Construction Lien Law if the payments are made to the contractor after the expiration of the Notice of Commencement. The Notice is good for one year after the recording date or up to the date specified under item nine of the form. Florida law requires the Building and Neighborhood Compliance Department to be a second source of information concerning the improvements made on real property. The Building Permit Application (included with this packet) has been expanded to include information on the construction lender and the contractor's surety, if any. The new application requires your signature or your agent's, to inform you of the Construction Lien Law YOU MUST POST THE NOTICE OF COMMENCEMENT AT THE JOB SITE By law, the Building and Neighborhood Compliance Department is required to verify at the first inspection, after the building permit is issued, that a certified copy of the recorded Notice of Commencement, with attached bonds if any, is posted at the construction site. Failure to show the inspector a certified copy of the recorded Notice will result in a disapproved inspection, (Florida Statute 713.135(1)(d)). NOTICE TO OWNER FROM SUBCONTRACTORS AND SUPPLIERS You may receive a Notice to Owner from subcontractors and material suppliers. This notice advises you that the sender is providing services or materials. Subcontractors and suppliers must serve a Notice to Owner within 45 days of commencing work to preserve their ability to lien your property. If your address changes from that given in the Notice of Commencement, you should record a corrected Notice reflecting your current address. This is done to help ensure you will receive all notices. RELEASE FROM LIEN FROM CONTRACTOR Prior to paying the contractor, you need to receive a Release of Lien and Affidavit to the extent of payment from the general contractor. The Release of Lien and Affidavit shall state either that all the subcontractors and suppliers have been paid or list those unpaid and the amount owed. The contractor is required to list on the Release of Lien and Affidavit any subcontractor or supplier that has not been paid. That amount may be withheld from the contractor's pay and paid directly to the subcontractor or suppliers after 10 days written notice to the contractor. If the balance due to the contractor is not sufficient to pay in full all subcontractors and suppliers listed on the contractor's affidavit, you may wish to consult an attorney. The general contractor shall furnish a final Release of Lien and Affidavit to the owner indicating all subcontractors and suppliers have been paid at the time he requests final payment. You can rely on the affidavit in making final payment to the general contractor. If you make final payment to the general contractor without obtaining the affidavit, your property can be liened for non - payment if the general contractor fails to pay the subcontractors or suppliers. You should always obtain a Release of Lien and Affidavit from the contractor to the extent of any payments being made. RELY ON YOUR LENDER FOR COMPLIANCE WITH CONSTRUCTION LIEN LAW If you have a lender, you may rely on the lender to handle the recording of the Notice of Commencement. Learn more about the Construction Lien Law by contacting an attorney, your lender, or the Florida Department of Agricultural and Consumer Services, Division of Consumer Services. Documents are recorded at the Clerk of the Courts, MIAMI -DADE COUNTY RECORDER, COURTHOUSE EAST, 22 N.W. First Street, 1st Floor, Miami, FL 33128. You can record the Notice of Commencement by mail. The original Notice should be sent to the County Recorder, P.O. Box 011711, Flagler Station, Miami, Florida 33101. Please make sure the original Notice is signed and notarized. Also, remember to enclose the recording fee (for a single copy) and written instructions for recording and returning a certified copy of the recorded documents. For additional information on fees and recording documents call (305) 275-1155. PLAN OF SURVEY Pali SCALE i" = zd N• z co 0 BLDG DEPT uG PcPA\ S i (2,es 33l3g et94) 30 G j C V r 7 f r AUG 1 ? 2U11 _ 60• 3s,'} ZCi �-� t 10 \ Z -LL i 6 Si 0. A c... c)p,set-, tea' (.!..32) s N E . % C Q ua A...,ARCDISTANCE A/C...AIRCONDITIONING CBS...CONCRETE BLOCK STRUCTURE O.U.L..OVERHEAD U ?GL.. 73 ' ..CENTERUNE RAD...RADIAL ENC...ENCROACHMENT RMI...RIGHT OF WAY... FIP...FOUND IRON PIPE O.H...OVER HEAD W.M...WATER METER C.H....CHORD DISTANCE PIL..PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP...UTIUTY POLE R...RADIUS U.E...UTIUTY EASEMENT A ...CENTRAL ANGLE R...RADIUS PL—PLANTER T.._.TANGENT C.B.....CATCH BASIN MH.....MANHOLE CLF...CHAJN LINK FENCE W.F.—WOOD FENCE 1.91X3 tffs- NR 2� �U EXIS aJ ID CERTIFICATE OF AUTHORIZATION MARIA E LOPEZ, PE 60157-D • 823 S.W. 83rd AVENUE _ : MIAMI, FL 33144 • TEL: (786)380 -0734 • co � "1 28%. • • - • 1/111111 • • .4" H 4.1.511' PROJECT: TRANSON ADDITION ABOVE EXISTING FRENCH DOOR W 10611 NE 10 PLACE MIAMI SHORES, FLORIDA � a rot S AT: (ow B'* meozwi 13owet,5 a tisr. Tx3 o ee. car C1 s..)5'f X:UL Jew) Gto-Z te a 57°a.:7/a for IntArtSfirwo ut) cEl ec, Ua.� (sueJ1+) A), 144'k I 6' s T a.7so,) $S 000E�j€ / o.0 /ain 2 e.--f3 e0 7 ��'"r/ E�% OX? //aro ou STic36 T S e.s,t5T:6-Z P..r ftlsraas MN- 4 // 5-0 f/ 5 ve-^7° Art six .ske)e OF fl LEO 'evL (s.vs ..G vtsAfr o` ; e '�� t2 OLD x- — 6(6ie1141. t. NA U01oJ 'ate IZ' -�3•. `��ti� rrhr j,,r�ttA Lop uLwo..) c er L `mss �.•.... ri .E/v.**. - . F * No. , #157 . IMO CERTIFICATE OF AUTHOR'2 MARIA E LOPEZ, PE 60 525 S.W. 63rd AVENUE MIAMI, FL 33144 TEL: (786)380 -0734 415 vt,N.-r. ,y tsrm A.r IBA. 3I Cr OE 8 "ril l-Y (e1.(sr'A+o6 vskery Al- eSni Sir, v"J rviEUD OF opcf".P...iG 6x 641 4 s1eCA. Pt czr A-rr -r as -. AT CA 5ioE larig ..1• sue` nl,. Op; 3 PROJECT: TRANSON ADDITION ABOVE EXISTING FRENCH DOOR W/ SIDELITES AT: 10611 NE 10 PLACE MIAMI SHORES, FLORIDA DEst,643 Cc G -re(\J 1- 1' ONDA aiU /d Cooe, 20 7 EDIr/d. 2.- ACI 3t8 -Op - OS. V))uiD Lo,4a pests.,,.' Ciu7,o. ta0 L toc 1) /%16,1 Ex�s0 C t•- ,.pcn.-?3c..E' �io 1. = LOPEZ PROFESSIONAL E CERTIFICATE OF AUTHQRIZA MARIA E E tli 6015 525 S.W. 63rd LOPEZ, AVEN E MIAMI, FL 33144 TEL: (786)380 -0734 EXIST, OIL MARS 5rt�sT co wMN �XIST• 1)00E ''' ARIA oot,'••., s' �-trvnt -- RING LL • 11111111" PROJECT: TRANSON ADDITION ABOVE EXISTING FRENCH DOOR W/ SIDELITES AT 10611 NE 10 PLACE MIAMI SHORES, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION AUG 1 52011 Z NOTICE OF ACCEPTANCE (NOA) Doralnm Corporation 7040 N.W. 77 Terrace Medley, FL 33166 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 his 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 100 Aluminum Storefront System - L.M L APPROVAL DOCUMENT: Drawing No. W02 -92, titled "Series-100 Aluminum Fixed Lites sheets 1 through 4 of 4, dated 10/09/02, with revision A dated 02/26 /08, prepared by AI- Faroe Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 024121.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Nolc MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STRIA', SUITE 1603 MLAMI, FLORIDA 33130 -1563 (305) 3752901 FAX (305) 372 -6339 www.maimidade,ttov/buildinnode 1::'-',PROVED NOA No. 07- 1130.04 Expiration Date: April 3, 2013 Approval Date: May 8, 2008 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -92, titled "Series -100 Aluminum Fixed Lites {L M.L) ", sheets 1 through 4 of 4, dated 10/09/02, with revision A dated 02/26/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, F.E. B. TESTS 1. Test reports on 1) Air Infiltration Test per FBC, TAS 202 -94 2) Uniform Static Air Pressure .Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2811, dated 03/21/01, signed and sealed by Antonio Acevedo, P.E. "Evidence submitted under NOA # 02-1121.01" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 02/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding LLC for their "SAF -GLAS Polycarbonate Laminate ", dated 01/02/03, expiring on 12116/07. 2. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Saluda Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. / /Iyot Carlos M. Utrera, P.E. roduct Control Examiner NOA No. 07- 1130.04 Expiration Date: April 3, 7013 Approval Date: May 8, 2008 E -1 Doralwn Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 01/30/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated 01/30/08, signed and sealed by Humayoun Farooq, R.B. G. OTHER 1. Notice of Acceptance No. 02- 1121.01, issued to Doralum Corporation, approved on 04/03/03 and expiring on 04/03/08. • - M. Utrera, P.E. Product Control Examiner NOA No. 07- 1130.04 Expiration Date: April 3, 2013 Approval Date: May 8, 2008 E -2 OED LOAD GIPACI Y - PEF 07/ER40E 818114 INCHES 0*. TO 0. FRAME HEH>oil' INCHES MASS TYPE W MASS TYPE '8' 14 'C ANCHOR TYPE W ANQioR TYPE Wee ANA we A mom TYPE'8'di0' EXP.( +) WY.( -) EXL( +) ACT.( -) EM.( +) 8T.( -) EXT.( +) /NT.( -) 24 30 38 42 48 72 62.0 81.0 82.0 81.0 82.0 81.0 62.0 81.0 824 81.0 62.0 81.0 82.0 81.0 82.0 81.0 82.0 81.0 82.0 81.0 82.0 81.0 62.0 81.0 62.0 77.7 824 81.0 62.0 77.7 62.0 81.0 62.0 72.3 624 78.1 820 72.3 82.0 81.0 24 30 36 42 62.0 81.0 62.0 814 62.0 81.0 62.0 81.0 62.0 81.0 824 81.0 82.0 81.0 62.0 81.0 62.0 17.1 82.0 81.0 02.0 77.1 82.0 81.0 62.0 68.6 624 80.2 62.0 684 82.0 81.0 24 30 38 42 82.0 81.0 62.0 81.0 82.0 81.0 62.0 81.0 82.0 81.0 820 81.0 82.0 81.0 62.0 81.0 62.0 74.8 82.0 81.0 62.0 74.6 82.0 81.0 624 87.2 62.0 73.8 82.0 67.2 62.0 81.0 24 30 36 84 62.0 81.0 620 81.0 82.0 81.0 62.0 81.0 62.0 80.4 62.0 81.0 62.0 80.4 82.0 81.0 82.0 70.1 620 81.0 62.0 70.1 62.0 81.0 24 30 36 80 94 81.0 62.0 81.0 62.0 81.0 62.0 81.0 82.0 74.0 62.0 814 82.0 74.0 62.0 81.0 82.0 84.2 82.0 81.0 82.0 84.2 62.0 81.0 24 30 38 88-3/4 820 81.0 82.0 81.0 82.0 81.0 82.0 61.0 82.0 68.7 62.0 81.0 82.0 6.7 62.0 81.0 85.8 88.8 82.0 76.6 684 88.8 62.0 76.8 FOR ANCHORS A' PR 'C' 2 1/2" 144' FRAME 81 2 1 /2• FOR ANCHORS '8' I fi / 11 1 \ / 11 I \ I / i' 1 \ 1 �11 4 / 1f I \ 4 I •�. \ f 'I ri If f \ Ile i ff II 1 i 1\ +I f / I 1 \ 11 J 1 / II I I \ 4 ' / h f \ f, f f /4 911101.E OR DOURLE LEAF 0008 1 \ f! I f / 'f 1� )ORAUM I f \ / II oEE SERIES-100 \ f /I f \1 i/ f f / fi i / d AVERAGE WIDTH C1 WI + W2 2 APPROVED CONFIGURATIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOB -DEC -219 u AFARM-gaiLAWMattaLUMULTES DESIGN LOAD RATING FOR THESE DIES TO BE AS PER CHARTS SHOWN A8OVE. APPROVAL .APPUES TO SINGLE OR MULTIPj.E FIXED UTES. ALSO COMBINATION OF FIXED UTES WITH SERIES -100 ALUMINUM OUT-SW1NG..DOORS'CARRYING THEIR 01'NOA. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORA BUILDING CODE 2004 EDITION INCLUDING ELI VELOCITY HURRICANE ZONE (14AO. WOOD BILKS BY OTHERS, MUST 82 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS MALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO MATERIAL SHALL BE BEYOND WALL ORESWNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE bl1O:aaa IS USE0 IN DESIGN OF ANCHORS INTO WOOD ONLY. MAIENALS INCLUDING BUT NOT UNITED TO SD21/LETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS IIA4LL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CO0E SECTION 2003.8. . 1 OR 2 ANCHORS SEE IYP. ANCHORS AT SHEET 2� 12" MAX TYP AT HEAD/SIL1. 8" MAX. TP. 32 1/4" DL OPO. SPAON0 132I21 ELEVATION (xxoo) TESTED UNIT If 11 n 4` 32 1/4" ELL CVO. SURFACE APPLIED FALSE AWNS MAY OE USED O 1 OR 2 ANCHORS SEE TYP. ANCHORS AT SHEET 2 FIXED UTES ARE RATED FOR LARGE MISSILE IMPACT. SHUTFERS'ARE NOT ,REQUIRED. rABL P:. Vieth, , FEB .2 g 2028 (ehee1 1 o1.4 ) NON ME.TALLICGROUF 3 I& WN. SEE ELEV. FOR MOORS WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELM FOR SPAVNQ TYPE A'— 1/4" TAPCONS BY 'ELCO' (1) ANCHOR AT EACH SIDE OF MUWON INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" JAPCO NS BY 'ELCO' (2) ANCHORS AT EACH SIDE OF MULLION INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— 1/4° TAPCONS BY 'ELCO' (1) ANCHOR AT EACH SIDE OF ficLUON DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY AT __......._ON.._... cant s -roc U) ArxHOR AT EACH � of eCULUON INTO MIAMI --DADE COUNTY APPROVED MULLIONS (MIN. THK. m 101 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSi MIN.) ALUMINUM : 1/8" THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY — 2 -1 /2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE m 5/8" MIN. FRAME CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH CLEAR COLORED SEALANT. Iy� drawing W02 -92 TYPICAL ANCHORS SEE MEY. FOR SPACING >v. ago m = D.L. OPO. Dd. OPO. 1/4• MAX 004 TYP EXTERIOR 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE • TYPICAL ANCHORS SEE ELEY. FOR SPACUG ' tl FEB 2 S 2OD6 drawing no. W02-92 2 3 4 6 0 PAW % EN-28099 SW -20097 UDR -017 COR -010 •823/4' PIS 6 9 REDD. AS RECD. AS RE= AS READ. AS ROD. AS REQD. D68ORPTWS FRAME HSM /JAMO =ELITE JAMB 6LAZ91a ADAMS GLASS STOP 6063-76 6003 -T6 BOW -TO 6003-T6 ASSalOof Senn 59100NE PLUS AT ALL MARE JOW76 1 /4* SETV8O OWEN OLA91 VTOL &WORE Rasa O09! COMM OR E0 W