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WS-12-1642Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178028 Permit Number: WS -9 -12 -1642 Scheduled Inspection Date: September 25, 2012 Inspector: Bruhn, Norman Owner: VERNA, YVES & EDITHA Job Address: 1294 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JULIAO GARAGE DOORS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060143840 Phone: 305 - 826 -0250 Building Department Comments GARAGE DOOR INSTALLATION Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 24, 2012 For Inspections please call: (305)762 -4949 Page 17 of 30 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 °I Bi (VIA DING PERMIT APPLICATION Permit Type: (BUILDING JOB ADDRESS: 1 2-(A14 City: Miami Shores N.MCMEWM' lit .SEP042012 U. B Y: ............. ,Fac 2o IQ Permit No. 1 `N R AZ' Master Permit No. ROOFING County: Miami Dade Folio/Parcel #: r \' 3 2 d(p -01 — 3 Fe 9 0 Is the Building Historically Designated: Yes NO I �,, Flood Zone: OWNER: Name 1 �QJ `G d�7l�la F ° Pho e#: ���J T5 9'`ix�L V n (Fee Simple Titleholder): 6.vvna Address: t L� q Le s City: M1C1tNCI Sh01(R-S Zip: 33 31 State: I Zip: J33,r Tenant/Lessee Name: Phone #: Email: SV C�� &w O 0 Vw(3 5 <s42U -02so CONTRACTOR: Company Name: Address: gl.Jl�q U LO t 6-14 S1 City: t11 U'M� LO,t - -(Sr, State: Qualifier Name:. TOt Jul( G 0 State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: 1, Zip: 3 3b 1 Phone#1160 21-1- lY LI 80 Certificate of0000 Competency #: `'�"1 2 S 14. ' _3 Email Address: j va 7 `' @ hCf"a I I • (Am JJ Phone #: Value of Work for this Permit: $ W. 1 600 Type of Work: OAddition ❑Alte tion yr, Description of Work: Square/Linear Footage of Work: New LNRepair/Re ce ODemolition Color thru tile: **+s ***** ** ** * ** ************* x********** 1Fees* x*********** ***** ** ** * ******* *** * ** ** * * ** ** Submittal Fee $ Permit Fee $ /IV CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 11 ` Ng) 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 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 _.sence of such posted notice, the inspection will not be approved i nd a reinspection fee will be charged. er or Agent The foregoing instrument was acknowledged before me this 20 ") The foregoin y in ment day of I( , f .. , 20 .� Z , by (4VCS Fat • ` 4 rn a , day of �t4Lt , 20 12., by who is perso ally known to me or who has produced VA 717 79' who is pers na11y known to me or wh has produced 047 02,-5767 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire as identification and who did take an oath. Sign: Print: My Com ****** ** * * ******,x x, .. «, . * * ** ******+x*** *** ** r**** *** *** * APPROVED BY / < Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. INS r J —12- —(KIAX FFOLIO NO. 1" ✓2-4D6 — V 1 _4 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FL 1 HEREBY CER original filed in this THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followintg/Ifi.atapn is provided in this Notice of Commencement. HARVEY RUIVIN BY 111111111111111111111111111111 111111111111111 CFN 2012R0644270 OR Bk 23266 Pg 2078; €1pg)) RECORDED{ 09/11/2012 14 :01:02 HARVEY RUVIHr CLERK OF COURT MIAMI- -C'ADE COUNTY? FLORIDA LAST F'AGE IDA, COUNTY OF LADE Y that this is airu copy of the on clyY cif �� , N D 20_ and Official Seal. CLERK, o " cciii a ovi7 y Cads C. 1. Leg scr tion of property and street/address: I Z -1 T 4 N E a �4 5 f f -53.31 2. Description of improvement: Space above reserved for use of recording office • MOM' fhorei, ivbaoof MorPll�(f33j Jr� 3. Owner(s) name and address: T V &S 1j /2W/9 f i2 q Interest in property Name and address of fee simple titleholder: 4. contractor's name address and phone number: t : ( 1` (MI I COI KC61 / t 3 i),\ S,7 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: •d. F 4 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 1, 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. TEND TO OB- N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR E OF COM EMENT. Signature(s) of Own Owner(s)' Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f.re..ing ipstruq qt_w s cknowledged before me this /0 day of By 1j to Lit? ❑Individually, or as for "Personally known, or produced the following type of identi Signature of Notary Public: Print Name: (SEAL) rized Officer/Director/Partner /Manager Prepared By Print Name Title /Office r_ /.iYT:r,illt it)M1P VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director /Partner /Mana By By 129.01 -52 PAGES 3710 MEWMil p 0 i 2612 2 BY:- ------- 1 // -)( 7 00' /04 115 FAMiami Shories Village LtAPPROVED t BY ON irqrEP BLDG PT DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND CM INIY RULES AND PECILHATIONS STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002 Date: 8/20/2012 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 Garage Door Windload. Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 1294 NE 96 St Miami Shores, FL 33318 Garage Door Width: 18 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: D Mean Roof Height: 18 ft Least Overall Horizontal Dimension of Building: 68 ft Distance from left building corner to edge of garage door opening: 50 ft Distance from right building corner to edge of garage door opening:. 2.5 ft Roof Slope: any slope Positive Design Pressure = Negative Design Pressure 41.9 psf -47.2 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -10 The Topographic Factor for the building is 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A.,by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors No 0040579 °c1 STA 'E Sid"— R r. °• .0000 Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:\2012 Projects \12 -002 Amarr 2012 Retrofit Doors \1294 NE 96 St Miami Shores_F1 33318 \Garage Door Pressure Calculator 7- 10.xls DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 and accepted by Miami -Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 1S'-0" Wide APPROVAL DOCUMENT: Drawing No.1RC -9518- 165 -26-G, titled "Model #655 Oak Summit and Model #950 Heritage Series 1000 & 2000 Short, Long, Flush, and Oak Summit Panels ", sheets 1 through 3 of 3, dated 08/09/2010, with revision A dated 12/14/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 www.mlamidade.gov /uera/ with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and ne tive design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 10- 1222.02 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. t r '04/2.#/aolt NOA No. 12-0228.16 Expiration Date: March 24, 2016 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC-9518- 165 -26 -G, titled "Model #655 Oak Summit and Model #950 Heritage Series 1000 & 2000, Short, Long, Flush, and Oak Summit Panels" sheets 1 through 3 of 3, dated 08/09/2010, with revision A dated 12/14/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 10-1222.02" 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94 5) Tensile Test per ASTM E8 along with installation diagram on three Model 500 Classica Steel Sectional Garage Doors, prepared by American Test Lab, Inc, Test Report No, ATLNC 0802.01 -10R, dated 11/03/2010, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08- 4718.01" 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/2008, signed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tom Shelmerdine, P.E. / ;� :"" 04042/111' Carlos M. Utrerra, P.E. Product Control Examiner NOA No. 12-0228.16 Expiration Date: March 24, 2016 Approval Date: May 3, 2012 E -1 13 OA. Q61*. TIP ROLLER BRACKET ATTACHED V/ HEX HEAD 1/4' 8286Vx 8 PER DRPC T 8' 10 BALL STEEL 9.0' STEN HURRICANE REELER V/ 7/16' VETABIBR FOR NON- ADAISTABLE RIS.LER CARRIER F1A61ED V/ t0 V4• x 1/2' Ba7 8 till' PER maw 5 1/e' 10GA, R -78163 ATTACHED W/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE B 1/814X18 GA Cr R- TRUSS) TEACHER V /Cd 1/4' X 3/4• HEAD SCREWS AT £NOSTRES AND CD AT DOME 2NDSTILXS SHAFTS TYPICAL TOP FIXTURES N.T.& SEE (TABLE e) @I PATE 3 FOR RECOMMENDED SECTION C@2ISURAT1@1 CENTER HINGE ATTACHED W/ (4) 1/4' It 3/4' HEX HEAD SCREWS TYPICAL DURASAFE )ENTER HINGE. N 'S, 83 1411A, DURASAFE ROLLER CARRIER ATTACHED TO R -TRUSS V/ (3) 1/4' 3/4' HEX HEAD SCREWS E' 10 BALL STEE1. 9 STEM HURRICANE ROL V/ 7/16' RETAINER NON- THREADED SHAFTS 14 CA. DURASAFE ND V4 TTACHED HEX HEAD SCREWS ea t4. w8I6' MIM) EXTERDIR SKIM VIM= ON POLYESTER FINISH 14➢A. SMARM RDLLE8 CARRIER EA 14/ 4' x 3/4' HEX HEAD SCREWS PER CARRIER 21' MAX D 12'11 x W.GA (5' R- 1RUS3) TTAC)ED W/(5) 1/4' x 3/4' HEX HEAD SCREWS AT SIMILES SLIDE LDCR ENCASES ONTO VERTICAI. TRACK ON BOTH SODS (SNAP LA OR LOOK BAR EPTI@1A1.) ATTACH HAW 1/4' x 3/4'IEX HEAD SCREWS TYPICAL DURASAFE END HXNOE O N.T.S. 3 01 14 GA. ROLLER CARRIER ATTACHED 1//01) 1/4' X 3/4' HEX HEAD T � D018LE END STILE ON IDITOI SECTION 2' ID BALL STEEL DURIOCANE RIILLER W/9.3' STEM AND (1) 7/16• 2515 HIII THREADED SHAFTS 11N WITCH SECTION 3' 20311. STRUT ATTACHED V /@) 1/4• X 3/4• HEX SCREWS AT ENO AND EACH CENTER STILE —II1 IJ L) i=7Ri ■ ■ 11 _ — TYPICAL BOTTOM BRACKET N.T.2 HOTTER BREIET 13 GA. 0011) THICK A7TACED CREWS X.374' *EX 1D' CO MAX INSIDE ELEVATION NTS. 7 SID sup OPTIMAL 2 FLE%IDLE S2*1 CBIAPLIED BY INSTALLER) JAMB BRACKET ATTECED TO 1.82 JAMS AND ATTACHED TO TRACK V/ K1) 114 X DAP SPICE BOLT WED BLOCK BEHIND EACH OUTER HIND STILE ® PER SECTION 8-32• x 811 Le' (81• SCIONS) 1-12' X 3 -52' x 17 -2/• tar SECTIDNS) z X 6 81P (N0. 2 OR BEr1ER) m 80 GA CENTER STILES ATTACHED SIrIH C CLINCHED JOINTS EO GA GALV, STEER. 6D AND AT THE Tap AND =TUN ADHESIVE TO INTERIM FACE STILE ATTACHED S TO DDS SIGN i`n�_ "AMID (1.n AT THE TO+ ..' AND BOTTOM RAIL 0 1/e7H X IB Gly�.r t8• R- TRUSS) 83 14DA DURASAFE ROLLER CARRIER ATTACHED TO 8 -781)31 4/ (3) 1/4' x 3/4' HEX HEAD SCREWS TRACK MOUNTING DETAIL 80 GA OALV. e'� ATTACHED WI 7H 2) RIVETS OR CLINCHED JOINTS TO =DRS MEIN AT Tap AND BOTTOM LARGE MISSILE IMPACT RESISTANCE L3 GA 0111Y) COMMERCIAL FIXTURE ATTACHED WO) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE V/�) V/4'Ex � DOLT ANI�)11 TD+ SECTION D 1/891 X 13 GA AATTTACCIE'D OVE88> TT@I FLAME El' Faun HEX HEAD SCREWS AATVEACH END STILE AND 00 1/4' x 3/4' HEX HEAD SCREWS AT EACH UNIVFRSAI. HEAD SCREWS) AT EACH CENTER STILE 14 GA END HWTiE 3 was X 1e 6A a) PER SECTION C5 2-TRUSS) CAW. STEM W/ (5) 1/4' x 3/4' HEX HEAD SOWS AT EACH END 3711.E K® AT EACH CENTER STILE C2) 3' RA STRUT BOTTOM PANEL la 13 GA 01IMJ 807701* BRACKET ATTACHED V/ (3) 1/4' x 3/4' HEX HEAD SCREWS /V CRNT. STM SEAL OTION A -A (SIDE )AE1AO N.T.S. BET MIMI CF MOMS A 036125122220 DAIS 12/1+/1 Dr RR MAX STZEE DESI014 LOADS +42.0 PSF -48.0 PSF LARNE MISSILE RESISTANCE 183 CBRRIAKE CM= VD16TE N- SALEM. NA 27103 VWWAUARR.CR MODEL 1005 OAIC MOOT MONO 1000 & 2000 MODEL 950 BERITAGE SERIES 1000 & 2000 SHORT, NO. FLUSU. AND OAK SUMMIT PANELS see 0119111 MCI DOE /R MID BAOBt B Q20557 RD I DAIS NAM o E- 9118-165 -26—G 86818E MOMS L 23000/25 P.E. IL k 034891 STET 1 ff 1 SPECIFICATIONS AND NOTES 1. AU. THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD 15 TRANSFERRED TO TIE VERTICAL JAMBS. THE EHORIZONT HORIZONTAL 0 DOOR. HEADER RECENES NO PORTION OF THE LOAD 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +378.0 LBS/FT & —414,0 L3S/FT 3. DOOR AND HARDWARE WLL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. ROLLED FORMED, W/ BAKEDEON POLYESTER BFINISH EXTERIOR SKIN 8. DOORS USE (1) 5.5" ISOA R —TRUSS PER SECTION AND (2) 3" 200A STRUT ON THE. BOTTOM SECTION. It REFER TO TABLE 2 ON PAGE 3 FOR SECTION CONFIGURATION. 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS, 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF AU. COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH C011. AND TENSILE TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WTH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE 13 GA. FLAG BRACKET ATTACHED TO JAMBV/ (3) 5/16 DIA, X 1-5/8' LAG BOLTS AND TO TRACK V/ (4) 1/4' -20 x 5/8' TRACK SPLICE BOLTS AND NUTS INTERIOR OF GARAGE --► MAX. WIDTH 18'0" VERTICAL JAMB JAMB DESIGN LOADS +378.0 LEIS /FT — -414.0 LEIS/FT SPLICE TRACKS AT THIS LBCATTDN V/ CO 1/4' -80 'TRACK SPLICE KILTS 6 NUTS SECURE 10 JAMB VIM CB) 2/18" DNA. x 1 -8/8• LAG BOLTS CD 8/18• DIA. x 1-5/8' LAD DOLT ATTACHED TO JAM AT EA JANE BRACKET SEE (TABLE 1) FOR JAMB BRACKET SPACING STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS HAS. 12 2A OALV. STEEL JAMB BRACKETS ATTACHED V/ CD 1/4' -80 x 9/ TRACK SPLICE 6W.T 4. NUT SEE NOTE 2 TABLE 1 DOOR HEIGHT 'RACK ATTACHMENT A SPLICE ii0L Y © ©d ®00 ©0©® I.:g� C LL IIIE .� h ti�10;`r O ®�® 38" 46" 68° ©1111.IIIIINMIIIIIIIMMIMII® MIZEREENE0 46°68°68 ®11111111111111111111111111.111 EY Y;fR ri '3' {' I Nyy t(4 RE..U.� i 'kxi f ..'3 K ln`Tpi ,�.,, .,r x.a 3 .sx �.'�.._. ..,. ., .,,.. 3 , e.�`1,.:4.. n.� ,. ..S..,F.y �...,,.�(w�wu ,.�,. � „,;... ,., ,b!.L ,r,l „_, ,4 -.:._f ® ® ®® Ss° ®® 88" 001111M1•111= £ .I_.IEgl k I gs( i l t4 t {d u 1 MIS T .... t kRE •L4I4® 38" [4 88° [1i( 100" V EP I E n cro,✓ ,�r rt 1K f j ,,I i. £ r ffrr'1 � Iki � aN ' 1£ rt £ .� .. >�a£µ ... .f . k. n . a. �:.. - 3 ' : ,..,.r.. .� ..r..iF P.a.f i .e,I ®LAL400 4B "1 0 110" 11.11111111.1 IKIEN HRillRlA.. a° "It , '�,.'3£f l t,L f £w E UPE: 1 15.Q. N� M O a NMI L ,itA. ®11Eill 14" Eal 38" 48° 56" 88" Li 88" ECU 1/Z11111111111111 PA _ ' - Ei ' ly ai liERRI r EIRMLSEMI E ERik , ; . 0 14" m 38" 46" 58 ". 68° 88" 100" 114" 122" 1151. A g e t:, I 1, I, I st ititag w r M f 1 3!a 11 6 l itt. £ .._aI 1 F".d ®MI© S 9' 100" 124" 138" 13' 14 38" 46" 56" 68° 78" 100" 114" 122" 134" 148" 180° ALL TRACK ATTACHMENT SPACING +, /— 2" ALLOWED WITH SYP NO. 2 OR BETTER ONLY S /18" X 3"r LAG JAMR ATTACHMENT TO WOOD FRAME EMITTING 8" FROM ENDS THEN 112" 0.0. (1 1/2" EMBEDMENT) 2 X 8 VERi1CAL JAVR *110412MEL 70 2800 PSM 00HDREM HBO K6OK BOLT 3/8" X 4 STARTING 8' FROM ENDS THEN 24" 0.0. (2 1/2" EMBEDMENT) MLA SLEEVE ANCHOR 3/8" X 2-3/4" STARTING 8" FROM 6602 THEN 10" 0.0. (1 1/4' EMSEDMENT) I1W /RAMSET REDHEAD (MU-BOLT) 3/8" X 4' - STARRING 6" FROM ENDS THEN 0.0. (2 1/2" EMBEDMENT) 2 X 8 VERTICAL JA : ATTACHMENT TO HOLUM -60 BLOC( 8MPSON 1/4' X TDEDI SCREWS STARTING FROM ENDS, USE PAIIRI OF FASTENERS (3" APART) AT 8" 0.0. (1 1/2" EMBEDMENT) MLTI 1/4" X 2-3/4' KWBhCON II+ SCREW STAR TINO 6' FROM ENDS, USE PAIRS OF FASTENERS (3 APART) AT 8' 0.0. (1 1/4' EMBEDMENT) 14LTI SLEEVE ANCHOR 3/8" ATTACHMENT .3/4 S ammo TARTING B" C-81) FR019 ENDS THEN 12 "00.. (1 1/4" EMBEDMENT) (OR. USE FASTENERS FOR HOLLOW 0-90 BLOCK) °LAOS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE *PREPARATION OF WOOD ASS BY OTHERS BEI room a sews A WOMB TO FTD 260 DATE BY H/14/11 Rl MAX SIZE 18' K 14' DESIGN LOADS +42.0 PSF —48.0 P8F v4 °e4tA,°<e'OE N 9 F94 4° __ .1() * v Fb./,G°° °tee No 00 79 • • S: 0. LARGE MISSGLE 1;,14: �4 �P.tk•Sk IMPACT RESISTANCE ° °O Oi41 ° ° ° °�o�, IT 169 =WADE COURT VB(ST@l -SM.ER N.& SRN SAIVAYARRGEN MODEL �t065 OAK SUMMIT SERIES 1000 & 2000 MODEL NO HERITAGE SERIES 1000 & 2000 SE RT. ONG. FLASH. AND OAK SUMMIT PANELS SOE 411 MC DOE .oB /09/90 DTOdROOAER B MOD BY 814 DIE as/o9/O IRC- 9518 -16 26-G OMB THOLES L SIDLE PE IL ML 0042310 BEET 2 OF 2 TABLE 2 SECTION HEIGHTS LIZI0001EZIEJIE2i10 ®Lii11511®121i1---- IsERM.itigul 11.W IMMEIN1 NM Ell Iffifa• SUOMI 1E51= =III 1113511 Ei1111112E•111 MI= 1 tt Liz rN.:,oS an i..uT rrtr_IEI 3 ..Na- ® ®LA ® ® ® ® ®® NERNIMIERPREISERIEMENTREMEINI IHREREINIMidiENSIBEREIMENEMEMIll TABLE 3 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C O O P O H I T B 0" . 41/2° 7° 10° 34° 52" 701/2° T 41/2° T 10° 3T 83° 7012' 7'5' 4112° 7 12' 31° 40' 87' 8212' r LaIlialliGill L MI rr ci a�ErlrtEALiiiLFi il[:3r ¢ 10' 10'0° Lai 1/l l Li: iL4L. UlE MUll A7LAI il(3 `L u`tri.:4 IUY 1 11 11 . LIU 4112° InAllallEill1Lilllail 37" 08' 70° IMIE[ 112° fPzsril 130112" 12' 41/2" LlTaffiiiINEL7Ellil[Giif66«i%i L (C Mil F,_m[5o' . 37° ma 88° 78" capP 118' k" 1381 Err 12.1 128' 13' .° ELLAKEIMEIDEil 14' 412' 7' 1, 37' 68' -` 900' 121° 142" 1.,' 1" AVAILABLE TRACE CONPRAIRATIONS 17.7.3 IMPACT GLAZING FASTENER DETAIL 01TS. 2. 3/16• X p as r - USED TO m 111/44° 11/9' SCREV - USED TO OASTEI DECORATIVE PLASTIC MOLDED VINDDV PRASE TO THE ASSENSLY OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT SECTION 9-2 IMPACT wow DETAIL N.T.S. MONWICtMtWISED w101 Abe Adds Acontrm _ . 908 EssanutcF mina A UNWED 10 NBC 208 DATE BY 12/H/I7 RH tee L7YODAR 00/97 1001127 -5A1E4 MG' 57100 WAIMARIUM 1 MODEL 006 OAK SUMMIT t 1000 & 2000 MODEL 7Y-0060 HERITAGE SERI 1000 4 2000 SHORT, NG, PLUSR, AND OAK SODOM PANELS Siff 21411 BY INC 091E 011/09/t0 ORM) ROE B ao o sr Bu ME cepilo 8IC -9518- 165 -26-6 MOIR MOSS L WRACK P2 IC Na 002373 8033 3 IF 3