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HomeMy WebLinkAboutProduct Approval (2) 12/9/2015. Florida Building Code Online Stoness Nkssion Aeguitation Florida Depaamentof BCis Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications I FBC Staff BCIS Site Map I Links I Search I Bu Sines Professi � I 611Product Approval USER: Public User FILE L Regulation Product Approval Menu>Product or ADplication Search>Application List>Application Detail o" FL# FL17001-R1 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden, FL 33018 (786) 621-6706 paloucks@gmail.com 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. Validation Checklist- Hardcopy Received Certificate of Independence FL17001 R1 COI Ind.Ddf 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 dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe9pg2zn96174FwZoiMSB2CAJjSaklLINgA°/pad%3d 1/2 12/9/2015 Florida Building Code Online 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 ( Yes 0 No U N/A FL17001 R1 COC NASA-FBC 2014 Affirmation 58mm RolluD FL17001.Ddf 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 R1 II DwD.Ddf 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.Ddf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,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 emails 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 click here. Product Approval Accepts: eCfieck sccuritv.%mritics- https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQegpg2zn96174FwZoiMSB2CAIjSaklLINgW/63d`/o3d 2/2 STRUCTURAL N S� 11. INS NON POROUS SYSTEM HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE (FBC) . THIS SYSTEM SHALL NOT BE INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (MUWI-RADE/ BROWARID COUNIIES), NOR WIND ZONE 4(FBC SECTION 1609.124) ACI iM NOR ESSENTIAL F CITIES IN NO ZONES 1,2,3 OR N.THE ADEQUACY FOR IMPACT, DEFLECTION AND E7 FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE ryS REFERENCED CODE, AND ASTM E330-02, ASTM E1886-05 AND ASTM E1996-06. SEE LIST OF REPORTS ON SHEET 1 OF 11. l�QJ1 a 2. DESIGN PRESSURE REQUIREMENTS OF A SPECIFIC SITE SHALL BE DETERMINED BY OTHERS IN DESIGN) CONFGItWWCE TO SECTION 1609 OF THE FEC FOR A BASIC WIND SP® (ALLOWABLE STRESS D LOADS AS))REQUIRED BY THE JURISDICTION WHERE THE SYSTEM WILL BE INSTALLED )) MUL`TIPL�ITHE O ASIDE TO COMPARE THEM 7-10 SHALL BE REDUCED ASD PRESSURE RATINGS SHOTO ALLOWABLE STRESS DESIGN WN LOADS N(SHEETS 3. 5 k7 OF 11. USE OF DIRECTIONALITY FACTOR Kd-0.85 IS ALLOWED. 3. IMPACT AND FATIGUE RESISTANCE HAS BEEN DETERMINED IN ACCORDANCE WITH THE FSC SECTION 1626 I LARGE MISSILE AND 1609.1.2 MISSLE TYPE b'AS LISTED HEREIN. 4. NO 33-1/3X INCREASE IN ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRO 5. THIS PRODUCT EVALUATION DOCUMENT(Pm) DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 0 INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC'DOCUME!N S TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6. THE CONTRACTOR THIS ORPERMIT NCLL�� I F/ING THE LE OF THE EXISTINR THE GSTRUCTURE D -�-SLAT SPAN -�-SLAT SPAN-�- �--SLAT SPAN--�- SLAT SPAN a HETMNMTEPASDTOSHOWN BNS OF THE STRUCTURE WERETHSYSTEISOBTTACHEINSURE PROPER ANCHORAGE TYPICAL MULTIPLE UNIT ELEVATION TYPICAL SINGLE UNIT ELEV. Q H 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 MULLION REQUIRED FOR INSTALLATION SINGLE SPAN UNIT INSTALLATION s 9 a PROPER USE OF THE PED. THE ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE SCALE 1:20 SCALE 1:20 PED ENGINEER SHALL SUBMIT TO THIS ENGINEER THE SITE SPECIFIC DRAWINGS FOR REVIEW. f; 8. THIS PED SHALL BEAR THE DATE AND ORIGINAL SEAL OF THE PROFESSIONAL ENGINEER OF RECORD THAT UST OF REPORTS SPAN SCHEDULE PREPARED IT REGARDLESS OF ITS AVAILABILITY FROM THE FLORIDA PRODUCT APPROVAL WEBSITE. = 9. AN OPTIONAL UV AND / OR SOLAR EXTERNAL LAYER MAY BE ADDED ONTO THE SYSTEM. 10. LIEVALUATION BASED ON: END RETENTION SHUTTER MITATIONS OF USE �S ARCHITECTURAL TESTING INC. P.E THE MAXIMUM SIZE SHALL BE SHOWN ON SHEETS 3, 5 A2 7 OF 11. MAXIMUM HEIGHT OF ROLL-UP SWILL BE 15'-0 LAB NO.: 84522.01-401-18 SLAT ALLOWABLE DESIGN s 11. FOR DETEFUIINING INTERNAL PRESSURE IN THE ABOVE REFERENCED CODES, THIS PRODUCT IS CLASSIFIED SPAN PRESSURE AS NON-POROUS WITH A POROSITY OF LESS THAN TOX FOR THE CONDITIONS SHOWN IN THIS PRODUCT DATED 12/16/201184.0' 120.0 PSF Q EVALUATION DOCUMENT. THIS PRODUCT MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS. TAS 20L SESISTN4LE TAS 2013-LARGE LE I PACr Rt +1- p 12. ALL SCREWS TO BE STAINLESS STEEL.304 OR GALVANIZED A307 STEELL. CMUC LOADING PERFORMANCE 90.0° +/-107.9 PSF o 13. ALL BOLTS TO BE ASTM A307, GALVANIZED OR 304 SERIES STAINLESS STEEL TAS zo2 - LOADS Y 14. SUPPORTBRACKETS AND ANCHORS : 1QD.0' +/-82.8 PSF + 9 LAB NO.: 02/2 01-401-18 110.0' +/-81.4 PSF Z A ANCHORS INTO THE SUPPORT SUBSTRUCTURE (WALL, CEILINGS, BEAMS AND FLOORS) SFIAI-L BE OATL7] 02/02/2012 12D.0� +/_729 PSF INSTALLED PER MANUFACTURER'S REQUIREMENTS. TAS 201.TAS 200-LARGE M =TA ME I PACT INCE t CYG1C B. THE ANCHOR SPACING SHOWN ON SHEETS 3. 5, & 7 of 11 INDICATED FOR 1/4' and 3/8" LOADING PERFORMANCE 41300' +/-66.2 PSFDIAMETERS REFER TO CENTER OF SUPPORTING BRACKETS. TAS are -U FORM 503 LOADSC. ANCHOR MINIMUM EMBEDMENT AND EDGE DISTANCES +1-60.8 PSF LAB NO.: 84521.02-401-44 +/.50.0PSFB®1oR EW DISUM DATED 02 22 2012AM ESJO-02 /UNIFORM STATIC LOADS +/-48,8 PSF"Xw a0IX 1-1 4 Nat t2 0 IR IFR INME ASN Etett6-OS t ASTM E1996-06-LARGE LA= TYPE +1-45.2 PSF gel GIM RLUD OR la 001R1E1E 1-7 4 Nal t2 o tF PI R YMAi. b'IMPACT RESISTANCE t CYL7�LOADING Pt73na4ANCE 0-44.0 PSF4119 mNt>1ElE OR 2119 COME 1-7 41101 12D OR PER YM1F. +1-43.OPSF 11000 GI MINR 6D 3/4 NIDI LAB NO.: 84520.02-401-44 +/-42.0 PSF 0000 D. NO EMBEDMENT INTO NON-STRUCTURAL MATERIAL SUCH AS STUCCO, SIDING AND PAVERS SHALL BE DATED 02/22/2012 41.0 PSF INCLUDED AS PMT OF THE EMBEDMENT REQUIREMENT. ASTM E330-O2 -t90F0IM STATIC LOADS p C/� ASTM Ef0E6-O5 t ASTM E1996-06-LARGE PAYE TYPE 250.0• +/-40.2 PSF w y 15. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC y m CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC NO.: TTP-645, OR BE GALVANIZED. b'IMPACT RESISTANCE t CYCLIC LOADING PERFORMANCE 252.0' +1-40.0 PSF a 16. MAXIMUM DESIGN PRESSURE VERSUS PANEL SPAN SHOWN ON SHEETS 3, 5 R7 OF 11. rm 17. ALL ALUMINUM ALLOYS SHALL BE 6063-T6 OR 6005-T6 U.N.O. a 18. ANCHORING R LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ME NOT PART OFTHI ;•'hti�`t'r��CR z 19. MANUFACTURER LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION ON THE ROLL-UP. ONE ~ JK LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: -1 - 4-0501 Notional Approved Shutter Asan LLC �� 8717 NW 117 St; Suite 1 r h NOTED Hialeah Gardens, FL 33018 05 01/14 FLORIDA PRODUCT APPROVAL NUMBER: FL-X)=. OPENING NO.: XX 20. THISNOT BEM THE DATE ANMENT IN ITS D ORIGINAL SEAL OF THE PROWILL BE CONSIDERED OFFESSSIONAL ENGINEERALID IF IT IS F REBY CO D THAT PREPARED&LEANS OR DOES -H; R paionl Jr., PE 1 of 11 IT. /4- Q� /-1/4'0 TAPCON O .1 , ' leg! 12' O.C. (TYP) W + D p D EXISTING STRUCTURE (TYP) �^ p CONCRETE FILLED CMU, Q v HOLLOW CMU, TIMBER, a DOTHE SUM, OR STEEL BY 5/16'0 TAPCON, 3/8'01 c 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 13/16'0 END-RETENTION TRACK SHOWN ACCESS HOLE (TYP) TRACK 58 MM SLAT END RETENTION OR-NON END RETENTION TRACK i� 1 DIRECT MOUNT INSTALLATION ,y 2 SCALE 3'm1'-0' SEE RAIL TRACK 1/4-0 TAPCON O VERTICAL BUILD—OUT 12' O.C. (TYP) (OPTIONAL) o . p u CONCRETE FILLED STRUCTURE (TYP) z F HOLLOW CMU, TIMBER, L 3'X3'X1/8' p p ALUMINUM, OR STEEL BY cWe. ALUM. (TYP) D D OTHERScon F v a 5/16'0 TAPCON, 3/8'0 ANCHOR, 1/4-14 SCREWS N OR 5/16-24 SCREWS NO EN MAX RETENTION SLAT y V D (TYP). REFER TO TABLES (SEE SLAT PERFORMANCE ON SHT. 3 OF 11 Q ►-+ 5/8'0 OR 13".I. TABLE ON SHEET 7 FOR 3' ' ACCESS HOLE (TYP) TRACK) ala �l DIRECT MOUNT ' .% - e- 4., Z 3-1/4" END RETENTION TRACK NON-END RETENTION TRACK.:_SFIN�.'. c':•- �K 3 WALL MOUNT INSTALLATION 2 WALL MOUNT INSTALLATION. '• ' =' -". = 14-0501 2 SCALE 3'=1'-0' 2 SCALE 3'=1'—O' - +� " _ NOTED r• rc,111 ^Th _rin, -vr.;-PE 2 of 11 r ,j 09 14141414141414��999999� g9a44444x==a9 � 9��������!�R�g���x���P� 449 SfRfi�?SGE t; 2IGS i3DttlffiG$!s i3�8ffiGEGi38� (4GE!>t38�815 Etr'SQlo+8921aaa a to is . . �� �� g�g7�� � -pgpyi rbc I ao+bbaw+oiou+o.�tn i,�owuiao+o.ioa.1a iuenNuHo�oo4NooPa+awi+oN+���w� iPEg0b RgRap gsqs�.P1. NINE qgqgB S�2S EIyg P�o�.NiSi3 �.. 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REFER ee TO BUILDOUT TABLES ON SHT. 5 OF 11 REFER TO 1 BUILDOUT d TABLES ON SHT. 5 OF 11 SHUTTER HOUSING END RETENTION TRAC 3/16" SHOWN a 58 MM SLAT 5/8'0 OR 13/16'0 END CAP REFER TO ACCESS HOLE (TYP) SHT. 11 OF 11 s o_g EXISTING STRUCTURE (TYP) ME. � t^q CONCRETE FUZED CMU, REFER TO SHT. 11 4" BUILD-OUT INSTALLATION y HOLLOW CMU, TIMBER, OF 11 FOR END �=END RETENTION & ALUMINUM, OR STEEL BY CAP OPTIONS OTHERS !nNON-END RETENTION W SEE RAIL TRACK 4 SCALE 3"=1'-O" '�9 1! EXISTING STRUCTURE (TYP) VERTICAL BUILD-OUTCONCRETE FILLED CMU, (OPTIONAL) HOLLOW CMU, TIMBER, 79 ALUMINUM, OR STEEL. BY G •D Q D Q' OTHERS L 3•X3'X7/8• v M. (TYP) 1/4' 0 SELF TAPPING SMSO 12' O.C. e e e V p BUILD-OUT SILL(OPTIONAL) 5/160 TAPCON, 3/8" REFER TO BUILDOUT 1/4"0 TAPCON O ANCHOR, 1/4-14 SCREWS TABLES ON SHT. 5 OF I1 12" O.C. 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DESCRFTM National Approved Shutter Assn LLC +I xx/xX�• WEA NAS-Assn 58 MILLIMETER 5717 NW 117 St,Suite 1 0 E NWEERs,INC. .r 0 ROLL-UP SHUTTER SYSTEM HWmb Gardens,FL 33018 1--� # P6aae:(786)621.6706 w+ asns°ai sz tr d d EXISTING STRUCTURE (TYP) EXISTING STRUCTURE (TYP) Q$ a CONCRETE FILLED CMU, CONCRETE FILLED CMU, S Sf 16"® TAPCON v 1616 HOLLOW CMU, TIMBER, HOLLOW CMU, TIMBER, W (TYP) END CAP ALUMINUM, OR STEEL BY ALUMINUM, OR STEEL BY SYSTEM QNLY OTHERS OTHERS 333 v d OPTIONAL STAGERRED 4 OPTIONAL STAGERRED d ATTACHMENT d ATTACHMENT _ 5/16'x8 TAPCON, 3/8-0 5/16'0 TAPCON. 3/8'0 ANCHOR, 1/4-14 SCREWS OR ANCHOR, 1/4-14 SCREWS OR 5/16-24 SCREWS (TYP). 5/16-24 SCREWS (TYP). d A REFER TO BUILDOUT TABLES d : REFER TO BUILDOUT TABLES ON SHT. 7 OF 11 ON SHT. 7 OF 11 /8' OR 1/4' WALL /8' OR 1/4' WALL i THICKNESS. REFER TO THICKNESS. REFER TO BUFILDOUT TABLES ON SHT. 7 a REFER t0LDOUTF T11 ABLES ON a REFER T OENbt CAP REFER TO DUTQ TABLES ON d + SHT.END C1A1P OF 1�1R TO TABUILDOUT LES ON d SHT. 11 OF 11 SHT.•7 OF 11.4 SHT.•7 OF 11 16 NON END-RETENTION TRACK END-RETENTION TRACK SHOWN SHOWN ,tel SHUTTER HOUSING d p 5/8 0 OR 13/16.'0 d AA 16-0 ACCBESS HOLE/(TYP) F]i O ACCESS HOLE (TYP) y 58 MM SLAT ^.9t 2p,3"OR 4" BUILD—OUT TRAPPED 3"OR 2" BUILD—OUT TRAPPED NOTE: SEE BUILD—our TABLE �g INSTALLATION END RETENTION & INSTALLATION END RETENTION & CORRESPONDING TO THE y REFER TO sHT. 11 1 NON—END RETENTION 2 NON—END RETENTION BUILD—OUT WIDTH AGAINST CAPt0PTI0NSND 6 SCALE 3'=l'—O' 6 SCALE r—l•-0' EXISTING STRUCTURE Q SEE RAIL TRACK 4CL co VERTICAL BUILD—OUT c (OPTIONAL) Z Q i d a d v y v d c - a• o0 ca � EXISTING STRUCTURE (TYP) °O CONCRETE FILLED CMU, N r HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY ",�•" Q "'� OTHERS ,4,�!!1't1gB��. Z c JK 4-0501 ,. 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HialeahGa�aeas P1 33D1a ROLL-UP SHUTTER SYSTEM z,,,„ ,p,Ckd. r~., + Phone:(786)6216106 U240 INTERMEDIATE MULLION BUILD-IN, BUILD-OUT, Q END OR CORNER MULLIONLu aq d o v Q -EXISTING STRUCTURE (TMP) (STING STRUCTURE d v Q CONCRETE.FILLED CMU, (TYP) CONCRETE FILLED 4'x4"x1/4" HOLLOW CMU, TIMBER. CMU, HOLLOW CMU, v v 4"x6"x1/6" ALUMINUM, OR STEEL BY SITE SPECIFIC TIMBER, ALUMINUM, OR x / OTHERS, OR MULLION PER STEEL BY OTHERS, OR MULLION 10' HT. MULLION SCHEDULE. MULLION P PER MULLIONSCHEDUd Q 0 aol v d 4 d , d. d (STING STRUCTURE 1/4"0 SELF-TAPPING SMS 1/4"0 SELF-TAPPING SMS 5/16'0 TAPCON (TYP.) (TYP) CONCRETE FILLED CMU. CMU. (TYP.) (TYP-) MBER,OALUMI UM. OR STEEL BY OTHERS. OR V MULLON PER MULLION a SCHEDULE. ,a � o0 aV999 E'- STEEL BRACKET STEEL BRACKET STEEL BRACKET 1 aa. �11 MOUNTING BRACKET INSTALLATION 2 MOUNTING BRACKET INSTALLATION /-3-- MOUNTING BRACKET INSTALLATION S END RETENTION & NON-END RETENTION INSTALLATION 8 END RETENTION & NON-END RETENTION INSTALLATION 8 END RETENTION & NON-END RETENTION INSTALLATION a SCALE 3'=1'-0' SCALE 3"=1'-0' SCALE 3"=1'-0" 11 z INTERMEDATE MULLION [sT (STING STRUCTURE (TYP) CONCRETE FILLED CMU, HOLLOW CMU, TIMBER, ALUMINUM, OR STEEL BY a OTHERS, OR MULLION PER + MULLION SCHEDULE o0 to W U1 NL-1/4'0 SELF-TAPPING SMS Z v SEE SHEET 3 OF 11 FOR """'•., �+ SPACING 'ttt% acs r,Tr�a'"•, JK �yI 14-0501 .. _, „•s,.... _s_.y..- NOTED „_ ... :. 4 MOUNTING BRACKET INSTALLATION ' • D5 of t4 8 END RETENTION & NON U—END RETENTION INSTALLATION ;c:Jo' T {� d4'3'E' p QF 1 1 } 1 SCALE 3"=l'—O' 1 / - 1/4' THICK 6061-T6 ER INT. MUI�NSCHE (2) ANCHORS PER THRU-BOLTS PER INT. MULL SCHED. MULLION PER ERMEO ALUMINUM ANGLE, G INT. MULL. SCHED.' p MULLION SCHEDULE. � J� 1"X2' MIN., 4'X4' MAX. 1/4' THICK 6061-T6 - ALUMINUM ANGLE. CHORS PER INT. THRU-BOLTS PER INT. 1'X2' MIN., 4'X4' MAX. MULLION SCHED. MULL SCHED. —I MIN. TYP. p O3 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 v O 1'X2' MIN., 4X4' MAX. FROM ANY ALUM. EDGE VARIES FOR INTERIOR AI WALL MOUNT. SEE DETAIL 1 INTERIOR OR WALL MOUNT 4/9 & 5/9 Q MULLION PER INTEPMEDIATIp v MULLION SCHEDULE. J END RETENTION & NON-END RETENTION INSTALLATION p N.T.S. 1/4' THICK 6061-T6 ER INT MUILNSCHE (2) ANCHORS PER ALUMINUM ANGLE, INT. MULL SCHEO.' ANCHORS PER INT. 1"X2" MIN., gX4" MAX. WALL MOUNT INTERI MOUN MULL SCHED. � 4 MOUNTING CONDITIONS VERTICAL SECTIONS JM z (n ; 9 END RETENTION & NON-END RETENTION INSTALLATION 9 ' MIN. TYP. a J N.T.S. M 23 z 1/4'THICK 6061—T6 INTERMEDIATE MULLION SCHED. W/ EQUAL SPANS BOTH SIDES g - ALUMINUM ANGLE, 1'X2" MIN., 4'X4' MAX. ANCHOR TYPE MINIMUM NE GE CO DETAIL IN MIN. MAX. MAX. MAX. ON OR baa -t7' O SPACING EDGE DETAIL MUWON SLAT MUWON DP NON E.R �„•� (2) 5/10 318 SS DISTANCE SIZE SPAN Hf 'o„ THRU-BOLTS, W/ 3/$ MUON PER INT. MULL MIN. EDGE DISTANCE SCHED. ORIENTATION VARIES 1/9 3X3.25 96POWERS WEDGE ' 60' 60 E.R. 38 FROM ANY ALUM. EDGE " d FOR INTERIOR OR WALL MOUNT. / 4.5' 4.5' SEE DETAIL 4/9 & 5/9 BOLTS W/ 3-1/2" 2 9 4X6).25 180' 90' 60 E.R. 2 INTERIOR OR WALL MOUNT _ EMBED TO 3000P SI / J END RETENTION & NON-END RETENTION INSTALLATION MIN CONCRETE N.T.S. 2.5" 4.5' 3/9 4X8).25 240' 90' 40 E.R. I Z 1/4'THICK 6061-T6 3/8' POWERS STEEL 4.5" 5.25' 1/9 3X3.25 84' 90' 120 NON E.R. W� ALUMINUM ANGLE, MI g�pCING DROPIN W/ 1-9/16" E-� 1'X2' MIN., 4'X4' MAX. ER I 6fUIL SCH INT ANCHORS PER EMBED TO 3000 PSI MIN 2/9 4)6X.25 144' 90' 120 E.R. INT. MULL SCHED.' CONCRETE 2.5" 5.25" 3/9 4X6X.25 168" 90' 60 E.R. a 1(1 z m O O 5/16' ITW TAPCON XL OR 1/g 3X3.25 84' g0' 120 NON E.R. v —I MIN. TYP. ELCO LILTRACON W/ 2-1/4' 125" 0' 3. a MIN. EMBED TO 3500 PSI 5. h L D MIN. CONCRETE 2/9 3X3.25 96' 60' 60 E.R. t/] z �+ z1/4' THICK 6061-T6 - ■ ALUMINUM ANGLE, a O O O 1'X2' MIN., 4"X4' MAX. Z O (2) 5/16" 31 THRU-BOLTS, W/ 3/4' MULLION PER INT. MULL JK MIN. EDGE DISTANCE SCHED. ORIENTATION VARIES r`• ..•=•••.:.•ii ;;.: _ FROM ANY ALUM. EDGE FOR INTERIOR OR WALL MOUNT. 4-0501 SEE DETAIL 4/9 & 5/9 `., ':f, i .` :4' �=F;, NOTED 3 INTERIOR OR WALL MOUNT ' ,� • o ..: <_ «� > 05 01 14 .. t: _ J END RETENTION & NON-END RETENTION INSTALLATION =J6n •dr.-; �` ? N.T.S. S - 9 of 11 Qb s W IRA 8 / I 1 g I / I ROLL FORM .030 TO .050 I � 4 � I a W / m Q ROLL FORM .030 TO .050 7M 6 8 0 / A.I. / BOX COMPONENT & ASSEMBLY DETAIL END CAP SYSTEM SCALE 3'=1'-0' a; W / COMPONENTS FOR GEAR OPERATED SYSTEM , / 7 Q)—UNIVERSAL / Q—CRANK —GEAR INSERT (GEAR TO AXLE CONNECTOR) 00 ®—DRIVE CAP, 60MM-70MM cy 0)—OCTAGONAL AXLE, STEEL OR ALUM 70MM-100MM ' ©—SIDE END CAST CAP 6"-14" ;;��;u Ayji ? Q—SIDE RAIL 0—ALUM. HOUSING HOOD COVER yz „� 14-0501 ' 3_r. .rJK (a)—GEAR PLATE OR MOTOR BRACKET NOTE0 @0—BEARING PLATE / IDLER SUPPORT .10 of 1 0—STEEL BRACKET s;c. •ir ;�` . 4y N 3.329 3.329 1.423 0.125 0.125 1.275 R 0.220 ' TISM - 0.410 1.14 0.080 93 1.1�-Li. 0.080 0.693 0.567 }- _� 0.857 k 1.477 1.853--I I--2.626 1.477 1.853 � 58MM SLAT 58MM SIDE RAIL W/ RETENTION LEGS 58MM SIDE RAIL W/O RETENTION LEGS SCALE 1:2 SCALE 1:2 SCALE 1:2 st 2.288 0.567 U F2.288---{ 0.316 a 0.567 0.316 I r I � m a � ® aye r 0_210 �,,, 1.33 1 0.540 LT .0.500 10 O.SDO 0.710 �z 1 0.500 O O 0 /1 END CAP & TIP W/OUT BUSHING END CAP & TIP W/ BUSHING Z SCALE 1:2 SEE DETAIL-1 ON SCALE 1:2 SEE DETAIL-2 ON THIS SHT. THIS SHEET A� ® 0.567 2.288 Ing 1.330 1 0.540 g m 0.500 0.710 ¢¢ a 0.500 DETAIL-1 DETAIL-2 DETAIL-3 3 END CAP W/ BUSHING , dK SCALE 1:2 SCALE 1:2 SCALE 1:2 SCALE 1:2 SEE DETAIL-3 ON >'w;, �' t' _ '-'' NOTED THIS SHEET -;4 :- 2' TOT 2' TO 14' 14' TO 21' ��f,.. `�;- 05 Ot 14 NON-END RETENTION END RETENTION END RETENTION ( . aa>;� 11 of 11