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WS-15-1160 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234863 Permit Number: WS-5-15-1160 Scheduled Inspection Date: July 10, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PETERSEN, CARSTEN Work Classification: Garage Door Job Address: 1209 NE 98 Street Miami Shores, FL 33138-2562 Phone Number (305)807-2221 Parcel Number 1132050090230 Project: <NONE> Contractor: AUTOMATED HOME SERVICES INC Phone: (305)594-3810 Building Department Comments REPLACE GARAGE DOOR FOR NEW HURRICANE Infractio Passed Comments 17 X 7 1/2 INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 09,2015 For Inspections please call: (305)762-4949 Page 8 of 35 Miami Shores Village Building Department JUN 24 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 a AV 00" E`V`I z I FBC 20 (0Ilk AV BM901 Ift W MIMEMaster Permit No. P Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ' CHANGE OF ❑ CANCELLATION ❑ SHOP p �J /� LONTRACTOR DRAWINGS JOB ADDRESS: /�O / / `/ 9 9 -t o City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: // ' :5,?QS' 6?ef Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type:: Flood Zone:: BFE: Q�FFE: OWNER: Name(Fee Simple Titleholder): C_�.�5/�!y �C �C�S'QN Phone#: Address: / e17 /( ,�4- q5 .t City: ////i4/n Iyeze State: �L_ Zip: 3/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: (70 d•TF1� NO�7Ce !/1� Phone#: Address: D/D City: iz / State: L Zip: 7Z02- Qualifier Name: 1V g Z-p In Phone#: State Certification or Registration#: Certificate of Competency#: gC?Qy,�) DESIGNER:Architect/Engineer: IZ 7 Phone#: 30�'2� Address: 4 _ City:=/L�,4m State: FG Zip: 351 - Value of Work for this Permit:$ Square/Linear Footage of Work: //z/z-/ 2 Type of Work: ❑ Addition ❑ Alteration ❑ N,ew/ 19 Repair/Replace ❑ Demolition Description of Work: =�.�� /�%//v ��}�� , l�,�i id 1 TK ,ray"aid ' •moa Specify color of color thru - Submittal Fee$ Permit Fee�L�� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �) TOTAL FEE NOW DUE$ Est(-00 (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of h posted notice, the inspection will not be appro einspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /7F day of, )cL I 0 20 jS by day of /�J C�,�� 20 /�, by /1 lS who ispersonallyknown to who is personally known to me or who has produced �� as me or who as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: d Sigr. Sign. ..l i LI Pri Print: ,ric "17" h�60�M.Exp, it,20' Seal: tQ�ar Notary Public State d Florida Seal: -: C*Wiss.un x f-F 1041 Joanna M Feliciano My Commission FF 082753 a M1d Expires 01/12/2018 APPROVED BY 7 Z' 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) °"a VRD JUL 0 2 2015 AL-FAROOQ CORPORAT I O CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD:ASCE 7-10 FBC 2010 EDITION (Based on data supplied by client) 1. Client AUTOMATED HOME SERVICES ATC Ism 2. Project Name CARSTEN PETERSEN 1 3. Project Address 1209 NE 98 ST R.C. MIAMI SHORES FL 33138 CITY STATE ZIP 4. County :MIAMI DADE 5. Building Height 9 FT. 6. Building Dimensions :Length FT. Width FT. 7. Building Roof Slope ❑ Flat ® Slope(See Figure 1 below) 8. Risk Category ❑ I ®II ❑III &IV ad Risk category 'I'applies for non essential buildings. e.g. storage facilities etc. �d Risk categoryII'' applies for all commercial and residential buildings. e.g. homes, appt., es etc �r0 Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police ions e sQtions�� 9. Attach floor plan with shutter/window,sizes and types. (Note: If maximum load used for all openings,floor plan is not requir yds Client Representative / Figure l: r� i •• ••• • • • • • •• • •• 302015 •• ••• •• • • • •• Sloped roof Flat roof JAVAD AHNLAD,P.E. • "' "' ' • • FL#70592/EB C.A.N.#3538 1235 SW 8711 Aveftle Mi.ft,P.L 331;4� R 30-2164.6; F:305.262.6978 I www.afceng.com I alfaroocloakene com ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL-FAROOQ CORPORATION AUTOMATED HOME SERVICES 1209 NE 98 ST, MIAMI SHORES, FL 33138 WEIGHTED AVERAGE CALCULATIONS BUILDI JG 6L-ASI HORIZONTAL DIMENSION =60.00' ••••••WIDTH OF ZONE 5=10%66UIL9ING LEAST HORIZONTAL DIMENSION =72.00" • 0000•• •••••FNG. • • • • CRITICAL • • •SIZ6 AREA Pd sf ± DISTANCE X DISTANCE IN ZONE 4" DISTANCE IN ZONE 5*" Pd sf t AVG. • • ••••• •• • WIDT" HEIGHT ZONE 4 + ZONE 4 - ZONE 5 - FROM CORNER IN IN•• ••• ••G R 204. 4.00 119.00 41.40 45.60 50.80 24.00 140.00 64.00 41.40 47.23 0000 • • • • • 0000 ••0• 0000•• • • • 0000•• • ••••As permelghted averay�"o sheet 2),the above door is approved for • • 0.0 01P41.4 • • +43.5 � • +41.4 O.K.// 0000•• 0000 • • -50.0•.•••• ~ -47.2 O.K.// Pd avg._ ((Pd Zone 4 x Dist in Zone 4)+(Pd Zone 5 x Dist in Zone 5))!Width of opening DISTANCE IN ZONE 4=DISTANCE IN ZONE 5-WIDTH OF OPENING DISTANCE IN ZONE 5=WIDTH OF ZONE 5-DISTANCE FROM CORNER ZONE 4 ZONE 5 C ry 0 r_n C:\Users\AFC Guest\Desktop\AI-Farooq(Rodrigo Cabrera)\Templates\excel\Copy of Copy of WEIGHTED AVERAGE 06 I MATED HOME SERVICEJ CARSTEN PETERSEN Wind Speed(mph) 175 Mean Roof Height[h](ft) 10.00 -"-- 10.00 1209 NE 98 ST ! Importance Factor 1.00 Height Above Gnd. Level[z](ft) 10.00 MIAMI SHORES, FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (R) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 • • VeloC�y R�essure�valyated @z(qz](Ib/ft^2) 68.64 Velocity Pressure Evaluated @h(qh](lb/ftA2) 68.64 •• • • ••: Component Size Gcp Coefficients Gcpi Coeff. Design Win ressures(Ib/ft^2) 0:0• ••• Mark.. Cpmp Typ%. .. W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Ne Z4+ Z4- Z5+ Z5- In Zone •••• ALL• •• •••••• 96.30 0.83 0.83 -0.93 -1.05 0.18 -0.18 41.4 -45.6 41.4 -50.8 • • •••• •••• • • ... .. > M -U C/) ...... .... . . � M rn0 —I 0 Z On -n0 C/) O T N GO ) cr +mo o o w > C) 0 m V v = v + 41. D � M 2 C6 -0 T C=? ZX OO > --J ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPD ,MIAMI FL.33174. TEL. 64 305-2 -8100 � M M M Engineers Seal Engineers Name And Signature Cl) O Design Reference Number M M AFC#15-0711 cn Cn --- ---- — - IF AS PERO NOA#12-0517.14, A 1TFT GARAGE DOOR ISAPPROVED FOR ' +43.5 > +41.4 PSF O.K.H-50.0 > -47.2 PSF O.K.//SEE SHEET C-1 FOR WEIGHTED AVERAGEco 0 CALCULATIONS REGARDING THE WIND PRESSURES. Nm m N °- x ob V) o co �lo Z �? w c g cn J W O Z a � c-, O co W fA 0 J i r to z 'E in ZONE 4 _ , = `� Lo C LL O N ' - 4 0 W , it `L LL J N rn ryi t as p F- O` LL `° y C13 2 O 6 p = 'G j gip° Q uaj N C U C � � C U ,b °d ai c -Ey O Q 00 o O aci rn vai `m tom w a) ,� (� v Ea' n N 8 S > p> � �o$y ar /� ZONE 5 cn po U N Y m 0.L oc —. 088Lo c) N 0 U < CN LU E L7 LL O N ui N CO i ALL NEW WINDOWS SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2010 .. ... . . . . . .. . . . •• •� ••� :ALS NEW WIDOWS & DOORS •• ••• •• SMALL COMPLY WITH SAFE GUARDS REQUIREMENT AS ••• •;• ••; ••• PERF B.C. 2010 .. . . . . . . . . . .. U N �. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI•DADE MIAMI-DADE COUNTY M. PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.siov/1►ern/ Raynor Garage Doors 1101 East River Road,P.O.Box 448 Dixon,IL 61021 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 Veloci Hurricane Zone. DESCRIPTIO :TradeMark Steel Sectional Garage Door up to 181-2"Wide APPROVAL D yawing No.11-3398,titledpec, to oa ra a ark",sheets 1 through 3 of 3,dated 10/23/2009,prepared by the manufacturer, signed and sealed by Richard A.Baumann,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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative 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 anq shaHtp 4v4lgbip fpr pnsjvction at the job site at the request of the Building Official, This NOA revi9vs NM#'t0 94x0;QT ae¢consists of this page 1 and evidence pages E-1 and E-2,as well as approval docuineilt vAittb&d`&1o4e.: ..' The submitted documentation was reviewed by Carlos M.Utrera,P.E. • ••• ••• ,+1t1,ti,N€ty 12-11s1'I.ld MIAMFDADE COON : : : •' Ex 't : �CttllCr 2�,;li#18. .� • • ••• 2Al2. e7l... . . . . ... . . . . . . . . . . . . ... . .. .. ..0 . .. .. . . ... . . Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 10-0420.02" 1. Drawing No. P-3308,titled"Spec, Wind Load TradeMark", sheets 1 through 3 of 3, dated 10/23/2009,prepared by the manufacturer, signed and sealed by Richard A. Baumann,P.E. B. TESTS "Submitted under NOA #10-0420.02" 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 Along with marked-up drawings and installation diagram of 16'x 7' TradeMark Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1102-09, dated 02/03/2010, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on Forced Entry Resistance Test,per FBC 2411 3.2.1, TAS 202-94 of two (one TradeMark and one Showcase) 16'x 7' Sectional Garage Doors,prepared by Hurricane Test Laboratory, LLC,Test Report No. G493-0706-10, dated 08/10/2010, signed and sealed by Vinu J.Abraham, P.E. 3. Test report on Tensile Test per ASTM E8, of steel sheet,prepared by Certified Testing Laboratories, Test Report No. 0037T, dated 01/20/2010, signed and sealed by Ramesh Patel, P.E. 4. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. C. CALCULATIONS "Submitted under NOA #10-0420.02" 1. Jamb attachment verification calculations,prepared by Wendler Engineering Services, Inc., dated 04/13/2010, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) .. ... . . . . . .. .. . . . . ... x4 X12 .. ... .. . . . .. Carlos M.Utrers,P.E. . ... ... . . . Product Control Examiner • NOA No. 12-0517.14 •• Expiration Date: October 20,2015 . .. . . . . . . . ••• ••• Approval Date: August 2,2012 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Raynor Garaze Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, issued by Wendler Engineering Services, Inc., dated 05/14/2012, signed and sealed by Richard A. Baumann, P.E. "Submitted under NOA #10-0420.02" 2. Statement letter of code conformance with FBC 2007, issued by Wendler Engineering Services,Inc.,dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. 3. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. .. ... . . . . . .. .. . . . . ... 00d7��4 J • • . . • . . • .. ... .. . . . .. Carlos M.Utrera,P.E. Product Control Examiner • ••• ••• NOA No. 12-0517.14 • .. . . . . . .• • • Expiration Date: October 20,2015 . . . . .. . . 00 . . . ••• • ••• Approval Date:August 2,2012 E-2 0:0 . . . . 0:0 . . . . . . . . . . . . . •• •• 00 . •• •• ... . . . ... . . PERIMETER SEAL STEEL SECTION NAILED 8'O.C.WITH :.S TRADEMARK.023 THICK G40 GALVANIZED STEEL 4d STEEL NAILS WITHAN EPDXY PRIMER AND BAKED ON POLYESTER BLOCKING 12'OR 18'RADIUS FINISH WHICH IS ROLL-FORMED WITH WOOD GRAIN TEXTURE ANO STAMPED WITH EMBOSSED OR FLUSH 2 118'X 1 1/2' 1'LAP JAMB JAMB ANGLE PANELS.MINIMUM YIELD STRENGTH=36140 PSI END STILES Apgmim •yam TOX LOCKED PYIlb ONE(1)RE(YD PER VERTICAL FROd]UCT&EVOW TO PANEI. OIY p TRACK.ATTACH WITH(3)HEX wry p� CENTER STILE SEE DETAIL +2 HEADLAOSCREWS ~ � •°°`,:o •• 4,yd GLUED TO PANEL E N S T 3 °vY u • Ae01�1 is (Z f°( GLUED TO PANEL END STILE • • • • • REM•IIMNG B�RACKETS S SEE DETAIL ON SHT 3 RIVETED TO Ol' PANEL •••••• • •IB'O.A.MAwMUM • • • • VERTICAL TRACK RaBM Loltlel •••••• • • t • SHEET METALSCREW JAMBS • • • • (3)READ PER 2)W#2 DOUGLAS FIR • •••••022TOP FIXTURE BETTER OOD JAMB SEE f TOP •••••• • •SECTION •• t• EX HEA R ATTACREW ••t1• • fs •••••• TOP HEX ER BRACKET. SCREW • • • f • • TRACK FIXTURE (2)PER BRACKET,SEE DETAIL ON SHT 3 ••••• •• •••t 14' BRACKETS ° SEE TRACK BRAAIL ON SHT 3 • • • 0 0 •••••• o ° CENTER HINGE TRACK BOLT I WHIZ LOCK NUT • • • ••••••12' SEE DETAIL ON SHT 3 RETAINING NUT DOUBLE EDGE HINGE SEE DETAIL ON BHT 3 • 3, - 7/18'PUSH ON SEE DETAIL ON SHT 3 TRACK ROLLER •••••• • ••••• SECTION B-B RETAINING NUT(1) • REQUIRED PER ROLLER STEEL BOX STRUT SEE DETAIL ON SHT 3 • • • •• T END STILE SEE DETAIL ON SHT 3 SEE DETAIL ON SHT 9 TYPICAL TRACK INSTALLATION SPRING COUNTERBALANCE TRACK,Y SHOWN 3"OPTIONAL • • • 4Y' SEE DETAIL ON SHT 3 900006 •• INTERMEDIATL• NOSLULHEADROOM TRACK BROWN,LOW HEADROOM,LM TOP FIXTURE DETAIL SPRING WIRE INDIVIDUALLY SECTION LEARANCEAND VERTK;AL UTT TRACKAVAILABLE CALCULATED TO COUNTERBALANCE t•s• 7:'77 7777777 VRA VARY SAM ON DOOR SM SHEET METALSCREW (6)REO'D PER HINGE s ! ::SEETJE>�SHT$ EDGE HINGE B stEEL GEMENT INTERMEDIATE EDGE HINGE DETAIL o00 HgET Ot&�i{)SOX STRUT PER SECTION FASTENW 70 ALL ANID END ROLLER 7S '1' LISIRG(>O SHEETMETA�T.S�' CARRIER OTH ROOOR Sf WSAT EACH SHEET METAISCREW H T.S "LOCAIM ° AVN IJUIUP, (2)REQD PER ROLLER CARRIER TO 1 UGN4G; BOTTOM 18"O Sf HIGH°OMTERIOtt LOCK SECTION BE TWO OPPOPER ITZEA R. • L ." 4OOA DPpOSITE EACH D o MOMTOENGMEEACH: TRAOK SWMK SEE DETAIL �•�\p�pCLtRLs DETAIL BICETAkfNisHT3 L i 1 L Q'; No 0036469 :Z% VENTS(OPTIONAL) wff oivbtMI98 MAY w A om ASTRAGAL RETAINER 1 ' `" `� SEE DETAIL ON SHT 3y9�, '�� ' STATE OF ,k/: INTERIOR ELEVATION �i0n° A, P: At-r WM3Tf1 OI$1c1N cTAp; SECTION A-A 4 SECTION HIGH DOOR SHOWN DOORS TESTED PER TAS 202 —N By G.WEDEKIND SPEC,W INDLOAD 4'�.1��0 FOR STATIC AIR PRESSURE TRADEMARK TESTED PER TAS 201 AND TAS 203 FOR LARGE __ - --w--WD MISSILE IMPACT AND CYCLIC WIND PRESSURE A PRELIMNARI'RELFABE ,WzeroA wx: 1ons,De NO.P-3306 mleer �v LARGE MISSILE IMPACT RESISTANT, BN. 3 A NO LOAD FROM WIND APPLIED TO HORIZONTAL MEMBER 3 CENTER STILES 8'AND 9'WIDE FASTENERS TO ! ♦• CONTINUE PAST HEADER •••♦•• 4 CENTER STILES •••••• • • • • 10'AND 11'WIDE • ••♦♦•• •! • OPENING • • • 2X8 DOUGLAS FIR OR HEIGHT — •♦••• • •• - BETTER W000 BUCK.SEE • • 5 CENTER STILES MAXIMUM ON CENTER SPACING CHART FOR BUCK ••••• •••• •w•• 12'AND 13'WIDE ATTACHMENT TO • • s • STRUCTURE • • • 6 CENTER STILES • • ••!• �. w ♦ '': FIRST FASTENER 6'ABOVE THE FLOOR {� OPENING WIDTH teAMf 18�1MDH CE`WSTUA ROOkI - PROLIUGT 6SVd{CD Rf►ERIORYMV , •nl101YlY Flotf/• JAMB ATTACHMENT NOTES aWNh ISOOti (306 1.1/4'DIAMETER ANCHORS REQUIRE 6/8"MIN.O.D.STEEL WASHER. AUCglo.a4 Nu� INiB •Au•p1Y1�111�NII 2.W116-AND3/8'DIAMETER FASTENERS REQUIRE 7/8'MIN 0.0.STEEL WASHER. F ap•iti0• Pab �(J ®® _ COLONIAL 3.MAXIMUM POSITIVE LOAD PER JAMB=(1 B'X 43.6 PSF)/2= LBS PER FOOT .OZ PANEL 4.MAXIMUM NEGATIVE LOAD PER JAMB•(18'X 60 PSF)/2=46060 LES PER FOOT. RY 5.DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF Wo"cswwDiwl THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN HY NOTES 3AND 4. MINIMUM ALLOWABLE MAXIMUM ON ®® JAMB MATERIAL FASTENER TYPE MINIMIMUMEMBEDMENT EDGE TENSION CENTER CARRIAGE HOUSE DISTANCE LOAD SPACING PANEL GROUT FILLED BLOCK 5/16"DIAX 3114^LONG ITW TAPCON 13/4" 4" 487 14-3/4' 3192 PSI tieq�IA. ,-��'� 2899 PSI CONCRETE 5116'DIA X 3 3/4•LONG ITW TAPCON 2 1/4' 19/16" 713 211---1/2_ eo G •�, S4l'?9 i� 2 0 P ICO T 3/8'DIA X 317'PO ER STUD ANCHOR 1 5/8' 1 360 10-V4' • y 4000 PSI CONCRETE 3/e'DIA X 3 17POWER STUD ANCHOR 15/8" 1 7/8"� No 0038489 570 17-1/4"' :y RANCH S* 1*= WOOD DOUGLAS FIR G=.48 5118'DIA.X 3 1/2" 1 112" 1" 352 10-12' PANEL p WO DSYP G=.55 5/18'DIA X31/2' 112' i" 460 13-3(4' „9 �5 STATE OF .'V FLUSH 9ULE: NONE PANEL ,�"-/Y^�,p/o - SPEC,WINDLOAD 1PAwN av:O.WEOEKIND �T�/�—��•�� TRADEMARK c1EfMFa 6V: D.WEDEKIND RJUN OR PANEL OPTIONS ppia:10121M8 aNEF, aeN EXTERIOR VIEW oEx�wN w,.E cam. NO. P-3308 z A 4.500 r,10 150 3.111 2.75 1.50 1.43 1.50 00 aD o 0 0 0 00 1.33�+-►� 0 0 I Imo--18.50 MIN. O /yTn1 2.81 HORIZONTAL TRACK ANGLE O U e •• .088 GALV.STEEL O O 0 O lJ O 04 • • 2.88 5/16"X 3/4'TRACK BOLT AND WHIZ NUT HORIZONTAL ANGLE ATTACHEDWITH 2.00 7.49 O • • ••• ! • O O •••••• 3°TRACK BRACKET I I _ • • • • • .116 GALVSTEEL {�2.72-►i •• •• p • • • -2.61--2,55- 4.19 CENTER HINGE O • • Bpi( 000000 1.60-�--►I .045 GALV.STEEL O •••••• 16671 049' MGA DETAM� •• M ) NQEb Q 0 EDGE HINGE H FFj� NTILE ST�L� .086 GALV.STEEL •••f• ••80 KSINMUM VIEiD•••• O • f ••••• •••• ••f• 4.06 2.3� 0 3A�O O 9.44 18.50 SHEET N�7ALSCREI� NT%Rj-RLE .1- O • • S REO'D P�f�1�IGE • :••f•: �F{�E R O O .75 x.25 THICK 01.81 �FTINGE 4"TRACK BRACKET •••••• • • ••• SLIDE LOCK .116 GALV.STEEL .43 • CASE.086 GALV.STEEL TRACK ROLLER .44 •000000 55 > f f a • • f • 0 O 2.28 � a 4.44 1.oe q .°. F�1.SB---•i .20 O .27 1.93 t ASTRAGAL RETAINER O .039 ALUMINUM -R.22 LUMINUMR.22 268 22g 2.09 CENTER HINGE -►II 262 � ROLLER CARRIER DETAIL ��-------- 69 TOP FIXTURE 116 GALV,STEEL TRACK 1.88 =L 1.� r 086 GALV,STEEL ATTACHED TO TOP FIXTURE WITH 086 GALV.STEEL JAMB ANGLE SHEET (2)TRACK BOLTS AND WHIZ NUTS .078 GALV.STEEL METAL SCREW TRACK -�-2.44 2.38 0.88 (4)REO'D 2.74 0.42 04 STRIKE PLATE •• O 1518"x41/2"x.086 �• I LOCK BAR O 3.86 3/4•X114' n 4 0.59-J\/"/ I- 12.76 1'2 ' 'y(��Ai RETAINING NUT •'U e� ',C ENS••�J� TRACK BOLT SECTION HEIGHT ° SECTION HEIGHT ROLLERCA �' F•'•;9 �i TRACK BOLTIWHIZ NUT I .OB6 GALV.;'ISEL•NO 0038489 'Zy i 1/Z`-}�-� 1314" 511618X3/4` I ''a� f ,-o.52 {.ryg• (2)PER STRIKE PLATE 'u, END STILE 518•MINIMUM STATE OF •� y��-R ,� -� •• •�� /4' 0 511g" INTERIOR LOCK DETAIL J. FR0DIUrTim4 e e SHEET METALSCREW HEX HEAD LAG SCREW r 'vB•Ah Mel9rih AppEeDNr44•fb4floft �1H1t CENTER STILE END STILE A.000P1oAiJi�4�ir Dr9 /OOZ .034 GALV.STEEL .043 GALV.STEEL IOIE' SaEMftARKINDLOAD deW1• 'w //t�E�f� RAD �/adIL401yf� SJ -Dv.v. G.WEDEKIND DME:101YlND 9leT Pfv DEEtlepicn ECO GATE ECD: moil E.E�Ett No.P-3308 3 a a A a DADE MIAMI-DADE COUNTY MIAM!• PRODUCT'CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA} I. Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590- F(786)3'15-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.yov/t)era/ Raynor Garage Doors 1101 East River Road,P.O.Box 448 Dixon,IL 61021 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 too 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`iase 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 thelrequirements of the applicable building code.I I I This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High VelocAy Hurricane Zone. DESCRIPTIO TradeMurk Steel.SeationaI Garage Doorzup�to� 8=Z"-*itle r, APPROVAL DOCUMENT: Drawing No.P-3308,titled"Spec, Wind Load TradeMark",sheets 1 through 3 of 3,dated 10/23/2009,prepared by the manufacturer, signed and sealed by Richard A.Baumann,P.E.1 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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number,the positive and negative 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 io comply with any section of this NOA shall be cause for termination and removal of NOA. 1� 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 it's entirety. INSPECTION: A copy,of this entire NOA-sliall be provided to the user by the manufacturer or its distributors and shall be av aiiabie-fc„•inspection Rt tl"job site at the request of the Building ffi Ocial. This NOA revises NOAJ#J0-04J0..K:ai1d go;,�i�sts•of this page I and ev' approval documentmentiop8dAtvli•: ••• ••• The submitted documentation was reviewed by Carlos M. Utrera,P.E. 1. Goo MIAMO ADE COUNTY �: :• • : • : •• • x t tS ...� � ••• • • • • Fite. _ 11 �'�7111€� ' 017¢ n . . . . ... . . . r •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• ••• ••• • • • •• • • • • • •• • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 10-0420.02" 1. Drawing No. P-3308,titled"Spec, Wind Load TradeMark", sheets 1 through 3 of 3, dated 10/23/2009,prepared by the manufacturer, signed and sealed by Richard A. Baumann, P.E. B. TESTS "Submitted under NOA #10-0420.02" 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 Along with marked-up drawings and installation diagram of 16'x 7' TradeMark Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1102-09, dated 02/03/2010, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on Forced Entry Resistance Test, per FBC 2411 3.2.1,TAS 202-94 of two (one TradeMark and one Showcase) 16'x 7' Sectional Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-0706-10, dated 08/10/2010, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on Tensile Test per ASTM E8, of steel sheet, prepared by Certified Testing Laboratories, Test Report No. 0037T, dated 01/20/2010, signed and sealed by Ramesh Patel, P.E. 4. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. C. CALCULATIONS "Submitted under NOA # 10-0420.02" 1. Jamb attachment verification calculations,prepared by Wendler Engineering Services, Inc., dated 04/13/2010, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs(PERA) .. ... . . . . . .. .. . . . . ... 24O171, .. ... .. . . . .. Carlos M.Utrera,P.E. . ... ... ... . . Product Control Examiner ' NOA No. 12-0517.14 • •• Expiration Date: October 20,2015 . . . . . . . . "' •.. • • •• • Approval Date: August 2,2012 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, issued by Wendler Engineering Services, Inc., dated 05/14/2012, signed and sealed by Richard A. Baumann, P.E. "Submitted under NOA # 10-0420.02" 2. Statement letter of code conformance with FBC 2007, issued by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. 3. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. .. ... . . . . . .. .. ... .. . . . .. Carlos M.Utrera,P.E. Product Control Examiner • ••• ••• ••• NOA No. 12-0517.14 •• 0 0.. Expiration Date: October 20,2015 000 0• •• Approval Date:August 2,2012 E-2 . • . ••.• •. . . . . . . . . •• •• 00 . •• .. ... . . . ... . . .. . . . . . ... .. . . • . ... . . . . .. . .. . . . .. ... .. . . . . . . . . . . .. . . . . . .. . . 000 000 •; t.. . . ... . . . . ... . . . . . . . . . . :0 . ... 000 . . ... PERIMETER SEAL---, - __ STEEL SECTION ---- NAILED B"O.C.WITH —� TRADEMARK.023 THICK G40 GALVANIZED STEEL 4d STEEL NAILS WITH AN EPDXY PRIMER AND BAKED ON POLYESTER HLOCKING-- 12'OR/5"RADIUS FINISH WHICH IS ROLL-FORMED WITH WOOD GRAIN 2-118'X 1-1@• 1'LAP JAMB TEXTURE AND STAMPED WITH EMBOSSED OR FLUSH JAMB ANGLE PANELS.MINIMUM YIELD STRENGTH=38140 PSI END STILES Ap1•Nd� rll�� TOX LOCKED mom ONE(1)REO'D PER VERTICAL pRTx�"gREVISED TO PANF.1 TRACK.ATTACH WITH(3)HFX r eMm ty�with M Fle0I --CENTER STILE SEE DETAII. o •" Dib _ D'✓ HEAD LAG SCREWS o"o"s Cod TOX LOCKED AND ON SHT 3 o a°u AoOgllOa (Z ,f'( GLUED TO PANEL END STILE h S SEE DETAIL ON SHT 3 RIVETED TO REMAININGOC. BRACKETS PANEL 7B'O.C.MAXIMUM VERTICAL TRACK N� ►Io�4 CNIIlIa1 --- SHEET METALSCREW(3)REQ PER __ JAMBS • 22 TOP FIXTURE _-. 2X5 N2 DOUGLAS FIR OR BETTER WOOD JAMB SEE TOP SHT 2 FOR ATTACHMENT • • • • SECTION HEX _ •••••• • •••• FIXTURE-RE- ()PER BRACKET,SEE DETAIL • • LAG SCREW • • TRACK ONSHT3 •••••• ^000:: • 14" BRACKETS TRACK BRACKET • • • • o 0.0. SEE DETAIL ON SHT 3 • D ° CENTER HINGE TRACK BOLT WHIZ LOCK NUT •••••• • • •• ••12' SEE DETAIL ON SHT 3 RETANING NUT - DOUBLE EDGE HINGE SEE DETAIL ON SHT 3 7116":PUSH ON SEE DETAIL ON SHT 3 TRACK ROLLER ••••• • • • ••• •• 3' SECTION B•B RETAINING NUT(1) - STEEL BOX STRUT SEE UEfAIL ON SHT 3 • • END STILE SEEUIRE L PER SHT 3 R6LLER SEE DETAIL ON SHT 3 ••••• • •••• TYPICAL TRACK INSTALLATION SPRING COUNTERBALANCE TRACK,2"SHOWN 3-OPTIONAL • • • NOOOL HEADROOM TRACK RHOWN,LOW HEADROOM,LMT TOP FIXTURE DETAIL SPRING WIRE INDIVIDUALLY • SECTION SEE DETAIL ON SHT3 • • • �NTERMEDIAT`••• CLEARANCE AND VERTICAL LIFT TRACK AVAILABLE ••••• • • R. A ••• •••• WILL VARY BASED ON DOOR SIZE. • • •••• •• •••••• • • • •• SHEET METALSCREW — ---- • (8)READ PEf."GE o 000000 • •• ••• 0 0 TOP FIXTURE I I _-- • SEE DETAIL ON BHT 3 • •• EDGE HINGEB STEEL REINFORCEMENT INTERMEDIATE EDGE HINGE DETAIL DOOR HE HT ONE(1)BOX STRUT PER - SECTION SECTION,FASTENED TO ALL T-U•H CENTER AND END STILES ROLLER SH USING(2)SHEET METAL CARRIER OTHER R SCREWS AT EACH SHEET METALSCREW HE" B LOCATION (2)REO'D PER AVANA UP ROLLER CARRIER TO 18'4)• SING INTERIOR LOCK�� BOTTOM 18"OR2 HIGH SECTION SEC N3 TWO(2)REQ'D PER DOOR • LOCATE OPPOSITE EACH '-- 0 o OTHER TO ENGAGE EACH "- o O TRACK BIB"MIN.SEE DETAIL ON SHT 3111 ♦♦♦�,,Q1�,. ROLLER CARRIER . ♦♦�P;�•.'G FF w��'•�� SEE DETAIL ON SHT 3 \p•:IQ4JLLtH•T.g� DETAIL Q•� NO 0038488 •S'P. VENT (OPTIONAL) VENT OPENINGS MAYBE A A ASTRAGAL RETAINERE ICC: A9 REQUIRE T iB'-2" MAX DOOR WIDTH-- - SEE DETAIL ONSHT 3 r9; STATE OF ,TU SECTION A-A 610♦♦ Etue NONE 4 SECTION H16H DOOR SHOWN DOORS TESTED PER TAS 202 —"---- - ---- SPEC.W INDLOAD o FOR STATIC AIR PRESSURE _wuwNev:O.weOE"IND �ATRADEMARK NoFt TESTED PER TAS 201 AND TAS 203 FOR LARGE _ cHEc"m nn O.weOEKInD MISSILE IMPACT AND CYCLIC WIND PRESSURE ^ "E—ARVRELEASE +n�voe wlc IazzDo n"ee, "E„ LARGE MISSILE IMPACT RESISTANT AN Ecm ww••a No. P-3308 A .. . . . . . ... .. . ... . . . . .. . . • . . . . • .. . . . .. ... .. . . .. . . . . . .. so* . . • 000 .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... NO LOAD FROM WIND APPLIED TO HORIZONTAL MEMBER 3 CENTER STILES , B'AND 9'WIDE FASTENERS TO CONTINUE PAST HEADER 4 CENTER STILES 10'AND 1T WIDE • • •• •• OPENING •••••• HEIGHT — 2X8 k2 DOUGLAS FIR OR-- • • • - BETTER WOOD BUCK.SEE •••••• 1 CENTERSTILES MAXYAIM ON CENTER SPACING CHART FOR BUCK •••••• • • • • 12'AND 13'WIDE ATTACHMENT TO • • • • STRUCTURE • • • 8 CENTER STILES • • • • • FIRST FASTENER 6"ABOVE THE FLOOR •••••• • OPENING • • • WIDTHam • • • 7 CENTER STILES • • ••• • •• 16'AND 16'WIDE •••••• • •• ••• CENTER STILE LAYOUT • _!!!jPROMC!'REMED •••• JAMB ATTACHMENT NOTES as emoyiq withdk+PlatfM 1NIIAq Cbde ARy+AoY�fw1�A 1.174'DIAMETER ANCHORS REQUIRE 6IB"MIN.O.D.STEEL WASHER. 'A�� "0 2.5/16'AND 378"DIAMETER FASTENERS REQUIRE 7/6"MIN O.D.STEEL WASHER. F.Npgi•�p11 r Ow JQ ®� COLON Al. 3.MAXIMUM POStTNE LOAD PER JAMB=(18'X 43.5 PSP)/2=397,6 LBS PER FOOT qy� NOIA .OZ PANEL 4.MAXIMUM NEGATNE LOAD PER JAMB•(18'X 60 PSFJ/2 m 460 LBS PER FOOT 5.DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBLITY OF 4 PMBIkI p{vpl THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN HY NOTES 3AND 4. MINIMUM ALLOWABLE MAXIMUM ON ®® JAMB MATERIAL FASTENER TYPE MIMMIMUM EMBEDMENT EDGE TENSION CENTER CARRIAGE HOUSE DISTANCE LOAD SPACING PANEL GROUT FILLED BLOCK 5/16"DIAX 3 1/4^LONG ITW TAPCON 1 314" 4" 487 14-3/4' 3102 PSI CONCRETE,��oPPO,�,+Bq�♦i,4 II 2899 PSI CONCRETE 5/18'DIAX334"LONGITWTAPCON 2V4' 9116" 713 26 a•1` C ENS ------ -- _-. 4l•,q♦ PIG TE qA 3 112"PO R STUD ANCHOR 15/8' 7 7!8' 0 1 4' �� 4000 P31 CONCRETE 3/8'qAX 3 112"POWER S7W ANCHOR 1 5I8' 1 7/B' 57 7-1/4" QJ No 0038489 �.Z= ------ RANCH * WOOD DOUGLAS FIR(GI 418 1/18'DIA.X 312' 1 1!2" 1" 362 10-12" PANEL p * W D SVP G=.55 5/18'DIA X3"2' 11 2 1" 460 13-3I4" STATE 0F .•4U: FLUSH o F--,-7NONE PANEL wEDE—o ri—� r1E: SPEC.WINDLOAD PANEL OPTIONS u¢cr oer: O.weOeaNO RAYNOR TRADEMARK re1NIJ109 EXTERIOR VIEW ��'o w`.."�:q"°"° No. P-3308 coo: . ... . . . . .. . .. . . . .. ... .. . . . . . .. . . . . . .. . . . Soo 600 .. . . . ... . . . . ... . . .. . . . . . . .. .. . . . .. .. . . . ... . . . ... 4.500 1.50 --3.19 ' -2.75- 1 2.75 I''� 50{` 1.50 I 0'=�f1 0 0 0 0 0 0o I �1.43 I O 0 I F.- -18.50 MIN.---+1 O HORIZONTAL TRACK ANGLE O 086 GALV.STEEL .lI 0 � O 5� 2.86 2.00 7.49 O HORIZONTAL ANGLEATTACHED WITH O O SH 8"X 3f4'TRACK BOLT AND WHIZ NUT 3•TRACK BRACKET .116 GALV STEEL --0- 2.72-►I Q O 2.61- 2.56 -4.19--{ CENTER HINGE 0 I 1.60--I�-� .045 GALV.STEEL O • 9iEEl BOX STRUT DETAIL -- • • 011+1*.(.619'MIN)GALV#NIZEI#0 0 0 EDGE HINGE •••••• HIGH TENSILE STGGZ�L • • .088 GALV.STEEL • • 80 KSI 40INIMUM VIELa • rIT- O 0000•• 0.0409 4.06 2.39.....- O 3.00 O • SHEET OMEVALSCREWHINGE • I 9A4 -- 18.60 0 (4)REO'D PER HINGE •CE�TER STILE JII ,--- O I_ 7 • •••0•• 0 0 75 x.26 THICK 1 Vi 1.81 0 --0ENTER _ 0 0 0 0 0• W W E 4"TRACK BRACKET SLIDE LOCK .116 GALV.STEEL A.43 ••••• • •• CASE.086 GALV.STEEL TRACK ROLLER .44 0000• •• • '.. • • • • 0 .55 0000•• � �6 O • • • • •• • I I 4.44 0 •••••• • ,o• ••• •• F�--1.60--►i .20 O 17- ASTRAGAL 7- I I ho C� • 0 0 • •• ASTRAGAL RETAINER 9 • • .039 ALUMINUM 2'� R.22 CEN1�R HINGE 2.56 2.62 •00•DETAIL ROLLER CARRIER ��.50 88 TOP FIXfUHE .118 GAlV,STEEL TRACK 1.96 '1 I ATTACHED TO TOP FIXTURE WITH .086 GALV.STEEL JAMB ANGLE SHEET �� OBfi GALV.STEEL (2)TRACK To AND WHIZ NUTS METAL .078 GAIN.STEEL #.R SCREW CK --4-2.44 2.74 2.38 0.88 0 42 TRIKE PLATE '• O 04 6/8'x4 1/2"x.088 •• l f r -� LOCK BAR ✓✓ « O 3.86 O II • 3!4'X,,,' � o IIyJ{ � 5118" i,q,gl,�,, 6 6.69 2.76 1.2 '�(/-" RETAININGNUT O '�CEIVS• lj TRACK BOLT SECTION HEIGHT � SECTIONHEIGHT ROLLER CA �' F•'•;92 .086 GALV. NO 0036469 '.y: 13/4• 2 TRACK B 3/4'U IZ NUT ¢-(6.525!B'6118-18 X 3M'(2)PERSTRIKE PLATE 'pENO S5/e•MINIMUM STATE OF -1-A INTERIOR LOCK �• O=. �� ® 0 tfa DETAIL /• %�i4,<O P,:�� ,,��'��-"��`� PROIWt'TffiVb® �i �4?`� �ik�i4 AW---- -r•o•pvft1Mi 4 SHEET METAL SCREW HEX HEAD LAG SCREW A•Le0•I•w N•�S' D CENTER STILE END .034 GALV.STEEL .D43 GALV.V.STEEL NONE By hq � Oai..MA _----.- uawxuV:O.WEDEKIND ^^• 'LES DLOAD TRADEMARK y C!lcMEDaV: G.WEDEKIND .L•.YN...4�. ECO UAiE EGD: mrov.a.•ia� 3 of 3 A f 3' �c. �� Z, II'lilil s Z ,,;,fir E �• y 3 d { F �y C �1^i,• �3 c� SII Ra 31 • • • • • • • • .. . . . . . ... .. . . . .. . ... . . . . .. . . . .. . . . .. ... .. . . ... ... ... . • • • • • • • • • • •• • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • s••