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HomeMy WebLinkAboutProduct Approval 11/14/2016 Florida Building Code Online 1 Ai n ► s A A r ' A BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map Links Search 0m.. a nes e � K �. Product Approval USER: Public User 0'�O, Product Aooroval Menu>Application Detail ' FL# FL17001-R1 FEB H Application Type Affirmation 2 7 201? Code Version 2014 PER.rW1TllitiG Application Status Approved St. Lucie COUn F t}, L Comments Archived Li Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Giy r , s Ol (786) 62paloucksa c Authorized Signature Peter Loucks paloucks@gmail.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the John Henry Kampmann Jr. PE Evaluation Report Florida License PE-47516 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L. Bennardo, P.E. O Validation Checklist- Hardcopy Received Certificate of Independence FL17001 R1 COI Ind.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app d.aspx?param=wGEVXQwtDgv2aBQpHpQQe9pg2zn96174FwZoiMSB2CAJjSakILINgA°/aid%3d 1/2 11/14/2016 Florida Building Code Online OO I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes 7 No O N/A FL17001 RI COC NASA-FBC 2014 Affirmation 58mm Rollun FL17001.pdf Product Approval Method Method 1 Option D Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval Date Approved 05/09/2015 Summary of Products FL# Model,Number or Name Description 17001.1 58mm Roll-Up Shutter System Roll-Up Shutter System, see drawing for limitations of use Limits of Use Installation Instructions Approved for use in HVHZ: No FL17001 RI II Dwa.pdf Approved for use outside HVHZ:Yes Verified By: John Henry Kampmann Jr. PE PE-47516 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See drawing for limitations of use. FL17001 RI AE Eval.pdf Created by Independent Third Party: Yes Bacic Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ®® eCheck 0 Credit Card Safe https://floridabuilding.orgtpr/pr_app otl.aspx?param=wGEVXQwtDgv2aBQpHpQQe9pg2zn96174FwZoiMSB2CAJjSaklLlNgAg/o3d`/o3d 212 INOTES 1. T : 1. THISS NO NON POROUS SYSTEM HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION � �TST3DDII OF THE FLORIDA BUILDING CODE (FBC) . THIS SYSTEM SHALL NOT BE INSTALLED IN THE HIGH VELOCITY NOR ESSEHURRICANEZONE NTIAL FACILITIES IN EWINDRZONES COUNTIES). NOR THE ADEQZONE UACY FOR(FBC SECTION DEFLECWN AND v FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE ' REFERENCED CODE, AND ASTM E330-02. ASTM E1886-05 AND ASTM E1996-06. SEE LIST OF REPORTS ON SHEET 1 OF 11. 2. DESIGN PRESSURE REQUIREMENTS OF A SPECIFIC SITE SHALL BE DETERMINED BY OTHERS IN l ' CONFORMANCE TO SECTION 1609 OF THE FBC FOR A BASIC WIND SPEED (ALLOWABLE STRESS DESIGN) AS REQUIRED BY THE JURISDICTION WHERE THE SYSTEM WILL BE INSTALLED. ULTIMATE DESIGN LOADS (UD) DETERMINED BY ASCE 7-10 SHALL BE REDUCED TO ALLOWABLE STRESS DESIGN LOADS (ASD) MULTIPLYING THE UD BY 0.6. TO COMPARE THEM TO THE ASD PRESSURE RATINGS SHOWN ON SHEETS 3, 5 &7 OF 11. USE OF DIRECTIONALITY FACTOR Kd-0.85 IS ALLOWED. 3. IMPACT AND FATIGUE RESISTANCE HAS BEEN DETERMINED IN ACCORDANCE WITH THE FBC SECTION 1626 LARGE MISSILE AND 1609.1.2 MISSLE TYPE b'AS LISTED HERON. 4. NO 33-1/3X INCREASE IN ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 5. THIS PRODUCT EVALUATION DOCUMENT(PED) DETAILED HERON IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED 2 HERON, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC'DOCUMENTS 8 - TO BE USED IN CON�JUNCTION WITH THIS DOCUMENT. U 6. THENSTALONRAND OIHIS OR PERMITSYSTEM, INCHOLDER IVTRIFYINS TOBEC THE ADEQIBUACY OF THE DOSITNGRESPONSLE FOR THE NSTRUCTUREETO D -�- - SLAT SPM! -� SUIT SPAN-� -�---SLAT SPAN-4 STAT SPAN a WITHSTAND THE NEW SUPERIMPOSED LOADS SHOWN BELOW AND THE SOLIDNESS OF THE STRUCTURE WHERE THE SYSTEM IS M BE ATTACHED TO INSURE PROPER ANCHORAGE. TYPICAL MULTIPLE UNIT ELEVATION TYPICAL SINGLE UNIT ELEV. 7. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA LICENSED ENGINEER OR ARCHITECT WHO WILL m BECOME THE ENGINEER OF RECORD (EOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE INTERMEDIATE MUWON REQUIRED FOR INSTALLATION S11SPo UNIT INSTALLATION e g PROPER USE OF THE PED. THE ENG OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE SCALE 1:20 PED ENGINEER SHALL SUBMIT TO THIS ENGINEER THE SITE SPECIFIC DRAWINGS FOR REVIEW. y 8. THIS.PED SHALL BEAR THE DATE AND ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT LIST OF REPORTS SPAN SCHEDULE PREPARED IT REGARDLESS OF ITS AVAILABILITY FROM THE FLORIDA PRODUCT APPROVAL WEBSITE. ^33 9. AN OPTIONAL W AND / OR SOLAR EXTERNAL LAYER MAY BE ADDED ONTO THE SYSTEM. EVALUATION BASED ON END RETENTION SHUTTER a�X 10. LIMITATIONS OF USE >n ARCHITECTURAL TESTING INC. p^ THE MAXIMUM SIZE SHALL BE SHOWN ON SHEETS 3, 5 d: 7 OF 11. MAXIMUM HEIGHT OF ROLL-UP SHALL BE 15'-0' EPRE", ALLOWABLE DESIGN y LAB NO.: 84522.01-401-18 11. FOR DETERMINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES THIS PRODUCT IS CLASSIFIED PRESSURE AS NON-POROUS WITH A POROSITY OF LESS THAN IOX FOR THE CONDITIONS SHOWN IN THIS PRODUCT DATED 12/16/2011 d` EVALUATION DOCUMENT. THIS PRODUCT MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. TAS 201,TAS 203-LARGE MISSILE IMPACT RESISTANCE +1-120.0 PSI 12. ALL SCREWS TO BE STAINLESS STEEL 304 OR GALVANIZED A307 STEEL. TAS� STATLOADING IC +1-107.9 PSF p 13. ALL BOLTS TO BE ASTM A307, GALVANIZED OR 304 SERIES STAINLESS STEEL +f-92.6 PSF 14. SUPPORTBRACKETS AND ANCHORS : LAB NO.: 64519.01-401-18A ANCHORS INTO THE SUPPORT SUBSTRUCTURE (WALL, CEILINGS, BEAMS AND FLOORS) SHALL BE DATED 02/02/2012 +f_81.4 PSF IZ INSTALLED PER MANUFACTURERS REQUIREMENTS. TAS 201,TAS 20,1-LARGE MISSILE INPACT RMISTANCE g CKLIC +f-729 PSF S. THE ANCHOR SPACING SHOWN ON SHEETS 3, 5, do 7 of 11 INDICATED FOR 1/4' and 3/8' LOADING PERFOR lANLE +/-68.2 PSFDIAMETERS REFER TO CENTER OF SUPPORTING BRACKETS. US ZO2 -UNIFOR 1 SUM LOADS C. ANCHOR MINIMUM EMBEDMENT AND EDGE DISTANCES +f_-50.8 PSFLAB NO.: 84521.02-401-44 +f-50.0 PSFsuJSIlte IE ae Leff ME 06'mm DATED 02 22 2012/ / +/-48.8 PSF tIaL0I 9RX 1-1/4x01 12 0 OR PER YMMF. ASTM ASTM E1886 005 g ASTMMEE1996�-CO LOADS 190.0" MISSILE TrPE 200.0' +/-45.2 PSF am FWD aft is OOC&lE 1-J 4x01 t2 D DR ETR IWAF. 'b'IMPACT RESISTANCE g CYCLIC LOADING PERFORMANCE 210.0' +/-44.0 PSF 4 I METE OR MEM- 1-J 4 x01 12 D aR PER WMT. TWD OR ams D 3/4 x01 220.0' +f_-43.0 PSF LAB NO.: 84520.02-401-44 230.0' +/-420 PSF D. NO EMBEDMENT INTO NON-STRUCTURAL MATERIAL SUCH AS STUCCO, SIDING AND PAVERS SHALL BE DATED 02/22/2012 SU( +f-41.0 PSF 'n INCLUDED AS PART OF THE EMBEDMENT REQUIREMENT. ASTM Ease-02 -UNIFORM STATIC LOADS 5i 15. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF DNC ASTM E18e6-05&ASTM EI996-06-LARGE MISSILE TYPE 250.0' +1-40.2 PSF H CIA=LOADING PERFORMANCE 3 CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC NO.: TTP-645, OR BE GALVANIZE). b'IMPACT RESISTANCE 2520' +/-40.0 PSF Q' 16. MAXIMUM DESIGN PRESSURE VERSUS PANE_ SPAN SHOWN ON SHEETS 3, 5 &7 OF 11. . ..•••... t� j 17. ALL ALUMINUM ALLOYS SHALL BE 6063-T6 OR 6005-T6 U.N.O. = `' 18. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF ?``r"'rF)lw4Fly' z Ox THIS APPROVAL - ;:�:•;c�Iy�:` 19. MANUFACTURER LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION ON THE ROLL-UP. ONE N" JK LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: M+ f S N' - 4-0501 National Approved Shutter Assn LLC IT"Y a NOTED 8717 NW 117 St; Suite 1 OS Ot 14 Hialeah Gardens, FL 33018 FLORIDA PRODUCT APPROVAL NUMBER FL-XXXX. OPENING NO.: XX Jo •H; k -mann Ir., PE 5t 20. THIS DOCUMENT IN ITS ENTIRETY WILL BE CONSIDERED INVALID IF IT IS ALTERED BY ANY MEANS OR DOES p sa 1 of 11 NOT BEAR THE DATE AND ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED f� kyt IT. QLi 5 1/4"0 TAPCON O `� 12" O.C. (TYP) v n. EXISTING STRUCTURE (TYP) .. p CONCRETE FILLED CMU, Q p HOLLOW CMU, TIMBER, a p OTHERS ALUMINUM. OR STEEL BY 5/16'6 TAPCON. 3/8'0 v ANCHOR, 1/4-14 SCREWS OR 5/16-24 SCREWS 3/16 (TYP). REFER TO TABLES ON SHT. 3 OF 11 END CAP REFER TO - SHUTTER HOUSING SHT. 11 OF 11 U 5/8.0 OR 13/16'6 END-RETENTION TRACK SHOWN a 58 MM SLAT ACCESS HOLE (TYP) TRACK END RETENTION OR—NON END RETENTION TRACK 1 DIRECT MOUNT INSTALLATION 2 SCALE 3'-1'-0" SEE RAIL TRACKfb 1/4-0 TAPCON O VERTICAL BUILD-OUT 12' O.C. (TYP) (OPTIONAL) A g ca A . A u OINCR S>FILLED UCTURE (TYPi i cn M ) I z a' HOLLOW CMU, TIMBER. L 3'X3"X1/8' p p ALUMINUM. OR STEEL BY pG, ALUM. (TYP) OTHERS4 1. WH D 5/16"0 TAPCON. 3/8"0 MAX ANCHOR. 1/4-14 SCREWS OR 5/16-24 SCREWS NON-END RETENTION SLAT D (TYP). REFER TO TABLES (SEE SLAT PERFORMANCE W y ON SHi. 3 OF 11 5/8'0 OR 13/16'0 TABLE ON SHEEP 7 FOR 3' TRACK) ACCESS HOLE (TYP) ArAr�j '• Z O DIRECT MOUNT o+ ��1y TYi 3-1/4" END RETENTION TRACK NON—END RETENTION TRACK..$f1P1�.�.�'�%�:'•_ JK 3 WALL MOUNT INSTALLATION 2 WALL MOUNT INSTALLATION. 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OR d : D REFER TO BUILDOUT TABLES d : D REFER TO BUILDOUT TABLES ON SHT. 7 OF 11 ON SHT. 7 OF 11 /8' OR 1/4' WALL 1/B' OR 1/4` WALL i THICKNESS. REFER TO THICKNESS. REFER TO BUILDOUT TABLES ON p BUFFILI1DOUT TABLES ON SHT. 7 REFER TO Sii. 7 OF 11 aREFER fi OEND7CAP REFER TO A- BUILDOUT d + - END CAP REFER TO p• BUILDOUT d' � SHi. 11 OF 11 Q TABLES ON SHT. 11 OF 11 TABLES ON SHT. 7 OF 11 4 SHT.•7 OF 11.4 END-RETENTION TRACK SHOWN NON END-RETENTION TRACK a SHOWN SHUTTER HOUSING d p 5/8 0 OR 13/16.'0 d p 5/8'0 OR 13/16'0 � Q ACCESS HOLE (TYP) ACCESS HOLE (TYP) 22 in 58 MM SLAT 2",3"OR 4" BUILD—OUT TRAPPED 3"OR 2" BUILD—OUT TRAPPED ..e' -- NOTE: SEE BUILD-OUT TABLE '��,'^q INSTALLATION END RETENTION & INSTALLATION END RETENTION & CORRESPONDING TO THE 9 y BUILD-OUT WIDTH AGAINST .=I REFER TO SHT. 11 1 NON—END RETENTION 2 NON—END RETENTION v2_.. v OF11FFOR END B SCALE 3`=1'-0' 6 SCALE 3'=1'-0' EXISTING STRUCTURE ,$ CAP c.� SEE RAIL TRACK ¢� VERTICAL BUILD-OUT o (OPTIONAL) ,Z O 4 4 Ing a � - - 4• o0 .n EXISTING STRUCTURE (TYP) cy CONCRETE FILLED CMU, HOLLOW CMU. TIMBER,ALUMINU ;.' .. OTHERS M, OR STEEL BY .' 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MEA 8717 NW 117 St,Suite 1 ENGW S,INC. ►—• ROLL-UP SHUTTER SYSTEM Gu&n4 F.33018 Phone,(786)62]'6706 ro�3°` - ° INTERMEDIATE MULLION BUILD-IN. BUILD-OUT. END OR CORNER MULLION - MIS Vwl d d 4 �! ISTING STRUCTURE .QI CONCRETE5 FILLED CMU,UCTURE P) (TYP) CONCRETE FILLED d d CMU. HOLLOW CMU, 4"x4"x1/4" HOLLOW CMU, STEEL SITE SPECIFIC TIMBER, ALUMINUM, OR 4'x6'x1/8' ALUMINUM, OR STEEL 8Y OTHERS, OR MULLION PER STEEL BY OTHERS, OR 4'x6"x1/4" MULLION SCHEDULE. MULLION PER MULLION d d A a d MULLION 10' HT. A ISTING STRUCTURE 1/4'0 SELF-TAPPING SMS 1/4"0 SELF-TAPPING SMS 5/16'0 TAPCON (TYP.) (TYP) CONCRETE FILLED CMU. HOLLCMU. TIMBER. ALUMI UM. OR STEEL BY OTHERS. OR MULLION PER MULLION ►V-a SCHEDULE. a STEEL BRACKET STEEL BRACKET STEEL BRACKET da. 1 MOUNTING BRACKET INSTALLATION 2 MOUNTING BRACKET INSTALLATION 3 MOUNTING BRACKET INSTALLATION 8 END RETENTION do NON-END RETENTION INSTALLATION 8 END RETENTION do NON-END RETENTION INSTALLATION 8 END RETENTION & NON-END RETENTION INSTALLATION SCALE 3"=1'-O' SCALE 3"=1'-0" SCALE 3'=1'-O" Z INTERMEDIATE MULLION W ISTING STRUCTURE (TYP) CONCRETE FILLED CMU, r/] HOLLOW CMU, TIMBER, r a ALUMINUM, OR STEEL BY a OTHERS, OR MULLION PER MULLION SCHEDULE. 00 h b an W \L-114-0 SELF-TAPPING SMS Z SEE SHEET 3 OF 11 FOR """"'••,, �+ SPACING IK '•�G[�P.;;-.may• 14-0501 NOTED /04-' MOUNTING BRACKET INSTALLATION x'` t:, ,,,. '_ of 14 8 END RETENTION do NON-END RETENTION INSTALLATION' ,.' T 4r�n df 8 of 11 SCALE 3"=1'-O" 1/4" THICK 6061-T6 ER NT. MULL.NHE (2) ANCHORS PER p THRU-BOLTS PER INT. B ALUMINUM ANGLE, INT. MULL SCHED' MULL SCHED. ,--MUWON PER MULLION SCHEDULE. l' ' 1"X2" MIN., 4"X4" MAX. W 1/4'THICK 6 -ANCHORS PER INT THRU-BOLTS PER INT. S ivy Z ALUMINUM ANGLEGLE,, MULLION SCHED. MULL SCHED. G ry 1'X2" MIN., 4'X4" MAX. 0 y a: E —I MIN. TYP. p Q 3 �" T-1/4" THICK 6061-T6 1/4' THICK 6061-T6 (2) 5/16" 316 SS MULLION PER INT. MULL. ALUMINUM ANGLE, ALUMINUM ANGLE, THRU-BOLTS, W/ 3/4" 1'X2' MIN., 4"X4" MAX. MIN. EDGE DISTANCE SCHED. ORIENTATION Q O 1'X2' MIN., 4"X4' MAX. FROM ANY ALUM. EDGE VARIES FOR INTERIOR OR WALL MOUNT. SEE DETAIL 1 INTERIOR OR WALLMOUNT 4/9 do 5/9 Q MULLION PER INTERMEDIA D p MULLION SCHEDULE. 9 END RETENTION & NON-END RETENTION INSTALLATION p N.T.S. .. 1/4' THICK 6081-T6 ER INT. MULLINSCHE (2) ANCHORS PER ALUMINUM ANGLE, INT. MULL SCHED.' WALL MOUNT INTERI MOUN MULL SCHED.--ANCHORS PER INT. 1"X2" MIN.. ¢�'X4" MAX. NTING TIONS z � 9 ENDURETENTION &N NON-END RETENTION NSTALLA ONS 9 y J : MIN. TYP. N.T.S. g I .- z1/4" THICK 6061-T6 INTERMEDIATE MULLION SCHED. W/ EQUAL SPANS BOTH SIDES - ALUMINUM ANGLE, 1'X2' MIN., 4'X4' MAX. ANCHOR TYPE MINIMUM MINIMUM CONNECTION MIN. MAX. MAX. MAX. E.R. OR (2) 5/16 316 SS O MULLION EDGE DETAIL MUON SLAT MULLION DP NON E.R THRU-BOLTS, W/ 3/4" DISTANCE SIZE SPAN HT. wo > MU MIN. EDGE DISTANCE WON PER INT. MULL 1 SCHED. ORIENTATION VARIES ' /9 3X3.25 96' 60" 60 E.R. FROM ANY ALUM. EDGE 38POWERS WEDGE FOR INTERIOR OR WALL MOUNT. / 4.5" 4.5" BOLTS W/ 3-1/2' 2 INTERIOR OR WALL MOUNT SEE DETAIL 4/s do s/s EMBED TO 3000P SI 2/9 4X6X.25 180" 90' 60 E.R. 9 END RETENTION & NON-END RETENTION INSTALLATION MIN CONCRETE N.T.S. 2.5" 4.5 3/9 4XU.25 240' 9o' 40 E.R. 1 Z 1/4"THICK 6061-T6 � 3/8" POWERS STEEL 4.5" 5.25' 1/9 3X3.25 84' 90" 120 NON E.R. ALUMINUM ANGLE, IMNT MULLNSCH (2) ANCHORS PER DROPIN W/ 1-9/16" 2/9 4X6X.25 144' 9o' 120 E.R. 1'X2' MIN., 4"X4 MAX. EMBED CONCRETE TO 3000 PSI MIN INT. MULL SCHED. 2.5" 5.25' 3/9 4X6X.25 168" 9o' 60 E.R. p� N z O O 5/16' RW TAPCON XL OR z ;" MIN. TYP. ELCO ULTRACON W/ 2-1/4" 1/9 3X3.25 84" 90' 120 NON E.R, a ? MIN. EMBED TO 3500 PSI 5.0' 3.125' kill N MIN. CONCRETE 2/9 3X3.25 96" 60" 60 E.R. y z 1/4" THICK 6061-T6 Q .7 ALUMINUM ANGLE, a O O O 1'X2" MIN., 4"X4" MAX. . Z O (2) 5/16' 31 ,, ,,,..y...:,�-`'a •r per, THRU-BOLTS. W/ 3/4' MULLION PER INT. MULL ��1'Y; .f.''tiL; = ' JK MIN. EDGE DISTAOE SCHED. ORIENTATION VARIES ' �i ::;;` ;_ FROM ANY ALUM. EDGE FOR INTERIOR OR WALL MOUNT. `r:�„•;,!,.. ?, 4-0501 SEE DETAIL 4/9 & 5/9 = 'a =g.r':>: NOTED 3 INTERIOR OR WALL MOUNT ,,: ='` '$'`-' }4 05 01 u 9 END RETENTION & NON-END RETENTION INSTALLATION N.T.S. 9 of 11 1 � I ROLL FORM .030 TO .050 I � 2 7 - h en 5 V�'��� 6 ROLL FORM .030 TO .050 79 BOX COMPONENT & ASSEMBLY DETAIL END CAP SYSTEM SCALE 3'--1'-0' W COMPONENTS FOR GEAR OPERATED SYSTEM �~ / 7 (I)-UNIVERSAL Q-CRANK O-GEAR INSERT (GEAR TO AXLE CONNECTOR) 00 ®-DRIVE CAP, 60MM-70MM y CA 5O-OCTAGONAL AXLE, STEEL OR ALUM 70MM-100MM ©-SIDE END CAST CAP 6"-14' -SIDE RAIL a�" �►� z O 7 ®-ALUM. HOUSING HOOD COVER JK a+ -.4751C 1 n`rx 4-0501 t:..>� ..r. 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NOTED SCALE 1:2 SCALE 1:2 SCALE 1:2 SCALE 1:2 SEE DETAIL-3 ON 2' TO 7' 2' TO 14' 14' TO 21' THIS SHEET - i:• _ 05/01/1 NON-END RETENTION ENO RETENTION END RETENTION - ao>`tn ':� ,.,PE:- 11 of 11