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WS-11-2207Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 167126 Scheduled Inspection Date: January 24, 2012 Inspector: Bruhn, Norman Owner: LIBONATTI, ALEXANDRA Job Address: 10343 NE 6 Avenue Miami Shores, FL Project <NONE> Contractor: ALLIED DOORS INC Permit Number: WS -11 -11 -2207 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1122310120210 Phone: (954)942 -8550 Building Department Comments REPLACE 2 EXISTING 8X7 GARAGE DOORS Passed 4)1-,-/) Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 23, 2012 For Inspections please call: (305)762 -4949 Page 9 of 26 fr l's-12-11( a/400A Miami Shores Village gmcL 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 BUILDING PERMIT APPLICATION FBC 20 Permit Tie: BUILDIN OWNER: Name (Fee Simple Titleholder) Address: /03413 N & C City: H/l�t4/ siRES ROOFING uNo Nov 29NU BY. -. Permit No.� Master Permit No. Avg one #:3' T', 7 - t 4/6 7 State: FL Zip: 331 3 a Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 03 43 / V L' 4 / L/ City: Miami Shores County: Miami Dade Zip: 33 t 3 g Folio/Parcel#: _ 3 0/01- ©o . 1 (7 Is the Building Historically Designated: Yes NO V/ Flood Zone: CONTRACTOR: Company Name: kiii e DOORS & RA-- I J - Phone #''T -eiga - '36-6D Address- Act, , S.2L;�, CT. ,/�/ City: POH Pd4"N v P , State: R.-- Qualifier Name: 1) E N Nl S (R.OP'1 A 1\) ECU Phone #: (WI State Certification or Registration #:C � .. (�33— /37 Certificate of of Competency #: Contact Phone #: /�53 - T' 8?-66-7) Email Address: V 1l t o ja t, I doors - cc) Zip: 3 306 0 DESIGNER: Architect/Engineer: I■+/ J°t Phone #: Value of Work for this Permit: $ /48-g.-00 SAgare/Linear Fosage of Work: Type of Work: ❑Addition Alteration New ' Rep Description of Work: . ' ,�� ' ; ,D i ST*/ AC4 1)00 1LS ******** ** * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Submittal Fee $ Permit Fee $ I) 61'1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • SO Bonding Company's Name (if applicable) r 7 Bonding Company's Address City State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State /4" 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 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 abse e of such posted notice, the a-NI A anAntl inspection will not be approved and a reinspection fee will be charged. e Signature s L„"'""" 3.) Signature �-� Owner or Agent Contractor The foregoing instrument was acknowledged before me this The The foregoing 0 I instrument was acknowledged before me this day of b ' I / 1 � , 20 , by A. Li( Ot J A ' fl day of no V' , 20 (/ , by -DE 1■11■16`5t.R014,60.]G ,Gi who is personally kno who has produced who is personal) rare or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: ON le 1!leN t;laoiUi Papuo6 My p O 3 My Commission E M Commission Ex ices• E9t•S[6 DO # uolssiwwo , -� ,-••�: b 1Ob `9 unr saildx3 wwo0 AW . epuold Jo ale7S - allgnd daeloN ,, �'orr 4 V000MV1 'IN VIOAI ' °'e;; ;, ",:�` I( - ?o-ir. NOTARY PUBLIC: APPROVED BY (Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Plans Examiner Structural Review mss, LYDIA M. LAROCCA„ My Public - State of Florida • y Comm. Expires Jun 5, �► 2014 rough National Notary Assn. Zonmg Clerk 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: ALLIED DOORS SOUTH FL INC Owner Name: DENNIS M ROMANELLI Business Location: 151 SW 5 CT POMPANO BEACH Business Phone: 942 -8551 Rooms Seats. Employees 10 Receipt #:180- 158861 Business Type:° ' CONTRACTOR (Bul CONTR) Business Opened:lo /01/1993 State /County /Cert/Reg:CBC03 313 7 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00: 0.00 0.00 0.00f! 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: ALLIED DOORS SOUTH FL INC 151 SW 5 CT POMPANO BEACH, FL 33060 2011 - 2012 Receipt #031 -10- 00004002 Paid 08/29/2011 27.00 ,61,e� andt l�boha-l� -� 103`)*. Ply (04- 4NP. t(v30-■ (.(o reS 33 (3 14 0 SUBJECT .i O CCMPUANCE WITH ALL FEDERAL STATE AND CCUNiN RULES AND REGULATIONS -;D tr • I* 8,,� t r' GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) DADE COUNTY FLORIDA 146 MPH 3- SECOND GUST WIND SPEED, EXPO SURE C Mean Design Pressure Mean Design Pressure Door Door Roof Door Door Roof Width Height Height 16 7 18 7 8 7 9 7 16 7 18 7 8 7 9 7 16 7 18 7 6 7 9 7 16 7 18 7 8 7 9 7 16 7 18 7 8 7 k 9 7 16 7 18 7 -51.9 15 Positive 8 +39.2 -47.7 +38.9 -47.0 9 16 18 8 8 8 8 16 + 40.9 Negative -51.1 +40.6 -50.4 + 38.8 -46.9 +38.5 -46.2 16 +41.8 -52.5 8 + 41.4 -51.8 9 8 8 + 39.7 -48.2 16 8 + 39.3 -47.5 18 8 16 +41.4 -51.7 +41.0 -50.9 +39.3 -47.4 +38.9 -46.7 17 +42.3 -53.1 8 +41.9 -52.4 9 +40.1 -48.8 16 8 8 8 +39.8 -48.1 18 8 17 +41.9 -52.3 + 41.5 -51.5 +39.7 -48.0 +39.4 -47.3 18 +42.8 -53.7 + 42.4 -53.0 + 40.6 -49.4 + 40.2 -48.6 8 9 16 18 8 8 8 8 18 +42.4 -52.9 +42.0 -52.1 + 40.2 -48.5 +39.8 -47.8 19 +43.3 -54.3 +42.9 -53.6 +41.1 -49.9 +40.7 -49.2 8 9 16 18 8 8 8 8 19 + 42.8 -53.5 +42.5 -52.7 +40.6 -49.1 +40.3 -48.3 20 +43.7 -54.9 +43.4 -54.2 +41.5 -50.5 8 9 16 8 8 + 41.1 -49.7 18 8 8 20 + 43.3 -54.1 + 42.9 -53.3 +41.1 -49.6 + 40.7 -48.9 8 9 16 18 8 9 16 18 8 9 6 18 7 7 7 7 7 7 7 7 7 7 7 7 21 +44.1 -55.4 +43.8 -54.7 +41.9 -50.9 +41.5 -50.2 8 9 16 18 8 8 8 B 21 +43.7 -54.6 +43.3 -53.8 +41.5 -sal +41.1 -49.3 22 +44.5 -55.9 8 8 +44.1 -55.1 +42.3 -51.4 +41.9 -50.6 9 16 18 8 8 8 22 +44.1 -55.0 +43.7 -54.3 +41.8 -50.5 +41.4 -49.7 23 +44.9 -56.4 8 8 +44.5 -55.6 + 42.6 -51.8 + 42.2 -51.1 9 16 18 8 8 8 23 +44.5 -65.5 +44.1 -54.7 + 42.2 -51.0 +41.8 -50.2 8 9 16 18 8 9 16 18 7 7 7 7 7 7 7 7 24 + 45.3 -56.9 +44.9 -56.1 + 43.0 -52.3 8 9 16 8 8 8 + 42.6 -51.5 18 8 24 +44.9 -56.0 + 44.5 -55.2 +42.6 -51.4 +42.2 -60.6 25 +45.7 -57.4 8 8 +45.3 -56.6 + 43.4 -52.7 +43.0 -51.9 9 16 18 8 8 8 25 + 45.2 -56.5 +44.8 -55.7 + 42.9 -51.8 + 42.5 -51.1 Notes: 1) Design pressures calculated using calculation procedures listed in ASCE 7 -05. 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building. 3) Calculated based on enclosed building, any roof slope. 4) Importance factor 1.00, residential application. 5) For mean roof heights less than 15', use 15' pressures. 6) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston - Salem, North Carolina 27102 -0288 165 Carriage Court. Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 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 Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Model 1200-D WeatherGuard Plus w/ DuraSafe Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing o. SFC -590 -01 heet 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/ DuraSafe Short Pane , ng Panel and Flush Panel ", dated 06/26/01, last revision D 05/15/09, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision 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 revises NOA # 07- 0425.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0604.01 Expiraflon Date: May 16, 2012 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC -590 -011, Sheet 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel ", dated 06/26/01, last revision D 05/15/09, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 01- 1017.02" 1. Test report on. Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test for a 9' x 7' sectional steel garage door, prepared by American Test Lab of South Florida, Report # 0709.01 -01, dated 08/23/01, signed and sealed by W. R. Mehner, P.E. and H. Hattem, P.E. 2. Test report on Evaluation of painted panels per ASTM D1654 & B117,-prepared by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat, P.E. C. CALCULATIONS "Submitted under NOA # 07- 0425.02" 1. Calculations prepared by Structural Solutions, PA., dated 04 /06/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS "Submitted under NOA # 01- 1017.02" 1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A, B & C, prepared by Q. C. Metallurgical, Inc., report # 1GM -1038, dated 08/02/01, signed and sealed by F. Grate, P.E. F. STATEMENTS 1. 2007 FBC compliance letter issued by Structural Solutions, P.A., on 04/27/09, signed and sealed by Tomas L. Shelmerdine, P.E. "Submitted under NOA # 01- 1017.02" 2. No financial interest letter issued by Structural Solutions PA, on 10 /01 /01, signed and sealed by T. L. Shelmerdine, P.E. 3. Protocol compliance letter issued by American Test Lab of South Florida on 08/30/01, signed and sealed by W. R. Mehner, P.E. & H. Hattem, P.E. G. OTHERS: 1. Notice of Acceptance No. 07- 0425.02, issued to Amarr Garage Door, for their Model 1200 -D WeatherGuard Plus w/ DuraSafe Steel Sectional Garage Door, appro i . on 06/14/07 and expiring on 05/16/12. /�/1. .00A- -07/of • adios M. Utrera, P.E. Product Control Examiner NOA No. 09- 0604.01 Expiration Date: May 16, 2012 Approval Date: July 15, 2009 E -1 1 16 3A. REMEENTIAL TOR ROLLER BRACKET ADJUSTABLE RLLER CARRIER ATTACHED V/ (8) 1/4' K 1/2' BOLT L NUT PER BRACKET N.T.S. • ATTACHED V/ OD 1/4' x 3/4' REX READ SCREW PER BRACKET TYPICAL TOP FIXTURES 14GA. DURASAFE CENTER PONCE ATTACHED V/ t43 2/4' K 3/4' HEX WAD SCREVS IN GA GALV. 5152. SECT= LOWED AT EA CENTER 11536 ATTACHED V/ DOUBLE SIDED TAPE 18' SEC. K B' K TO 1/8' 21' SEC K B' K 131/2' /16' BOLT RETAINER 24 GA 104 EXTERIOR SKIN WITH 2-40 2ALV. 6 BAKED ON POLYESTIM TOP CDA NAX 2 -TRUSS SPACING SECTM 1EIO4 CI GA. ENO 11)136 ATTACKS V/ OE 2/4' x 3/4' IQ BEAD SCREWS IL) t466 DURASOE 03 1ER CAS ATTACHED 14436 lEAD SCREWS ' 3 3/4' 104. MAX INSIDE ELEVATION R-TRUSS SPACING SECTION HEIGHT MS BUTTON IRAC ET 578' TRICK ATTACHED VAC V4' X 3/4' NM HEAD SCREWS SLIDER A .095. 10ACKET SLIDE LEEK ENGAGES 2112 VERTWAL TRACK ON BONN SIDES 7/13' FOR EIDAIENDIT ComII6on to SITE 3603 -2. MOP LATCH BB SECURE LOCK 2PTONN.1 TYPICAL DURASAFE IND HINGE O N.TS 3 w ( BY INSTALL/SO BACKER RATES K 11103A TYPICAL ERRS SAFETY BOTTOM BRACKET 2" i.1 1e/16• K 3 D/WI) X 28 GA 43 5/6' R- TRUSS) GALV. STEEL R - TRUSS ATTK9ED WI @t 1/4' x 3/4' HEX BEAD SCREWS AT EACH END STILE AND t2) L4' x 3/0 HEX HEAD SCREWS EACH SEC STRAP AT 0A NON INTERIOR SKIN CFC -FIFE EXPANDED POLYSTYRENE 1 LH DENSITY OtSIRATIDN 8473, I1417 RA FLAG IRAIMET SP�LX(I{Ej MACK AT INS LOCATION flEMBNE 10 JAN® 011 ((3) 5CIEJOLA .&1 LAG BOLTS (i) 5/46' 0A K 1 -5%6' Lie BOLT ATTACHED TO JAMB AT EA JAM BRACKET 12 OA CALV. STEEL MS BRA011$ Ammo vo (11 1/4' -20 TRAIN -VIM DOLT t NU7 OR (2) MYEIS PRODUCT' REVISED IN tompIy513 NAST* PUMA Code Manna" ND ,0l 2 1113L. . EXITAIS O6 V/ CUR VDiw. ASTR36I. $ECTON A -A (SIDE VIEW) 6.T.S N.T.S. BO GA GRLV. STEEL ETD SUE ATTACHED TO PANEL IN LANCES 5/16' KORI A LAG .0342 T WOOD JAMB ATTACHMENT TO STRUCTURE woo Poe 110 36 PEAS OUST (13600) INGEST -INS BA51D M SPIZEO 3/B' x 3 1/B' x 1624 RACER PLATE LOCATED BEND EA CENTER NC PO.YSTYRFJE CORE gicI TADmt r CAM NEEL TRACK TRACK MENEM PER ROAR CONE YRTEAL JANE EO SOUTHERN YELLOW NNE WMHO x 2/6'TRACC TRACK MOUNTING nFTAII MACE BOLT NO NUT 040. 2 C0 SETTER) PLT.11 6/1)' X 3' UO MEIN 11201110 f' FAIN E1OS 501 HC 6.8 O 1/4' 00 4 Y K 1M1JNINt .IRK A1T1NNdT 10163 41! ININ EE NLA KM KILT 3/a'Xt RN= 6' 36 Ms THEN St On (2 1/2' 2I11131020) M>) NON A 3/6" 5-3/W XOM1M0 6' 136 MN 7X01 NC 66 0 1/4 1r/aAY er NNW (11)0-80.3) 3/6'X4' 6NMNN0 6 FAN 2108 3311)4' nn (2 osouom OK 36) N.Nm* 321112 *0 -mn401 16.E MENM N001 3/4' x 4J/4" BB00116 6' *36 ERNE 113N te 00 (1 1/P 1/4" XXa /e mama NON NOS UST NM OF Cr 'Nan AT 1T• 0241 1/4' 00210741) 'LOB NO B0.1S W 16 63(413660 TO PRONE A RUN 1Na1C6 NNW. 44461N3N01 NP 1103 ANN ST cons TRACK CONFIGURATION FOR 66' UP 10 IF TALL DOORS N.T.S. JANE BRACKET LOCATIONS I♦IOMMU' IILI0r M IMMIMI L E MM MMIWMEZ7MEgM 61401POA•322 2ND NM MK LOm R ORw m 716 R4' PWOw/O DINKP7HN M tAlHuWIQ L araO AMAIR MON 1.0/02 S DOW NO H3N6 ALL NFBIR 4AMFWMOR NO 620/102) w0 BTMIDA69 AD SET ST OWN. 4. OCR 001X40 ENO= . R 11-40 20.2004361 2// 360404 �P'0128110 R9R81 S =K61 2TO 7W INC 364) or (4) worm Po 036. NRSEO)3-5/5•14-11E53 SE01101 Ilea N ai R- 'IRI69 P6R SODON� �R 10 ANO61. 7.36360)10 81018083E 01121002 SHILL NH 03310113 BY A 3636363601.036 F01 Nm Lem 6OAA73 01 ON MAIM M NO= TO MAUI MONA am on 3 M 31 NO FIN 3R PH6)0N8 33. I@. 203 O L03 MOON COMA SE N PS 33113 SHORN CA Da NHAOO AN6 n5ORA13 NC SE 2836memo A no NPR PECK MIST MD 36 0. DOC 6(460 =Am 401 6 FIST OF 6660 0351 36 IN MS SNP. n tE I6A 0V mart AT NIP Male 6 8601333 OCAS Of LOS S OMAN PODS CP 0 041094117110110 2:412 COLS C ALL USED TO How= DOOR NIES MEM TIN 14 O6 OF ACCEPOPRE A INNS W S WORM 6041 C OUT MOM MN NANO TD61E 128127 MORONI TO I®6 E/ Of A ONE COST AI MBE) IAN 86803 AND MAO Et 16 Y6N3C1AQR. ROW 3 MI K • TANS A We OP MUST 21240103 NTH C0 MO= UN 13LI6m1PDOMENI 3AMOM NOON sumac OCILD NONNN0�a I N1�6g0A00301.OIKE OILY 03. MAOD6 O13OR MLR fp& t 8 6102.02 USED T INK m2' PROS 38 638 PR'AKACaebq ARMOR CE OMNI KAX WM 00' corm •-Tits LS4Fr® Po9II16 PIS 100A210 PR1S Ile FEB A OM IFDAE Cf JBB MOM ID MOM D IFDAEIMOS= C READ IBIS B D RESSEO1EB /IBCB DAB BY BR V.8/07 86 1PPP 03 Wafts CBT MAX MN 8'xV DESIGN LOADS +52.0 PSF -62.0 PSF LARGE IiISSLE IMPACT RESET C 166 CANINE CORN V0071244ALE4 NC. 37313 VINANA041251 MODEL #1200 -D WeatherGuard Plum w/DuraSafe Short Panel, Long Panel, and Flush Panel SSE COMET CU ME 092:01 523636 B *EDAM MI SRC - 59-011 80M BOWL SUSIONE PE IC. CONAM SW I OF I