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HomeMy WebLinkAboutProduct Review Affidavit 9/9/2015 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ' FL13757 R5 Eauiv Eauiv 2 pdf FL13757 R5 Eauiv Eauiv 3 pdf FL13757 R5 Eauiv Eauiv pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products .. - FL# i Model,Number or Name Description'._.. esescri tP ion , 13757.1 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 RS II Dwg.pdf Approved for use outside HVHZ:Yes Verified Byv Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes I Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports : Other: See installation drawings for allowable span/pressure-�-FL13757 Y5 AE Evalodf .._.. ..___.'.r- .. .... .,._. .-- -__..-._.. -------• -•--------------I 'II combinations and additional limitations of use Created b Independent Third Party: Yes 13 7-37-:-2--- 16.8 StreamlinealineShutter Large Missile Impact Resistant Ac utter System Limits of Use Installs - ructions Approved for use in HVHZ:Yes..,,, _ 757 R5 II Dwg 2'.odf Approved for use outside HVHZ:Yes Verified By: Frank L.,Bennardo, P.E. PE0046549 -- Impact Resistant:Yes -Created by Independent Third Party: Yes Design Pressure: N "�- Evaluation-Reports Other: S a ation drawings for allowable span/pressure FL13757 RS AE Eva'I`2. df c ombTnations and additional limitations of use. Created by Independent Thi r 'Par-ParYes —� _........... 13757.3__--______ I E.A. Essential Facilities Accordion Aluminum for inum a ^ accordion shutter apse with proved up to missile level "E" essential facilities and wind zone 4 applications. Limits of Use Installation Instruct�io s Approved for use in HVHZ: No �1s7-Rg-II'�y,a 3. df- -^v Approved for use outside HVHZ:Yes - - _ Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes ---•�-""'"' Created byIndependent Third Party: Yes i Design.PresSure +110/-128 Eva on Reports 1­Other: See product drawing for additional information, FL13757 R Eva1 3,Ddf !anchorage, etc. Created by Indepen e-rtt�Third Party: Yes 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(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.1 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: " ti1:CllrltCbll[Jt 0.'i 1 u https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSMEgRsQOIObFg/o2f`/a2fmZrDFh7dHzwQg/g3dg/p3d 212 " PoE , R ,, T,, ENGINEERING EXPRESS® RRODUCT EVALUATION DEPORT ENMUNE:lERONG E:XFREa88 E:�OCFE:.RT PRODUCT EVALUAT8ON RE:PK3R` ' 4/2/2015 Application Number: FL13757.1-R5 EX Project Number: 15-2338 Product Manufacturer: Town & Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter 6 Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the'requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61620- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required,by the Code. 'Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled "6.8 Accordion Shutter", sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s)#0353-1102-07 by Hurricane Test Laboratory LLC (HTL) and test report #98-016 by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-05 and TAS 201 &203 test standards per test report(s).#0353-1102-07, #0353- 0512-09 by Hurricane Test Laboratory LLC (HTL) and test report#03-024 by Construction Testing Corporation (CTC). Qp00090A99e19e , STRUCTURAL ENGINEERING CALCULATIONS,ma°°�q�, 0EIV&�' Structural engineering calculations have been preparedi evaluate the product based on comparative and/or ratt$hae,- ' 000• jinaf, ngiheer's Seal Valid for ET analysis to qualify the following design criteria: es•, 1 through 2 1. Maximum Allowable Spans NA �� 2. Maximum Allowable Design Pressur6S fr 3. Minimum Glass Separation S TE :1 7 2 015 4. Anchor Spacing 5. Anchor Capacity �.�'••, Ro �� •. rare�� ennardo, P.E. �FT046649 C.A. #9885 00DpPppo C9 • -� II 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING 4/2/2015 ,,,,,x4EXPRC–SS-` Town & Country Industries— 6.8 Accordion Shutter Page 2 of 2 No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facllities�An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance.* Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedules)on the Product Evaluation Document(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluatiqn Document(i.e. engineering drawing). Limitations & Conditions of Use: YI Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed'loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specik basis by a registered professional engineer. All components which are permanently installed shall be protected agalnstcorrosi6�,6, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH,,,Fl- 33442 PHONE'. 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ �� o TABLE 1 TABLE 2 TABLE ALLOWABLE_SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE-SPAN SCHEDULE (TTA FOR USE WITHIN THE HVHZ FORUSEWiTHINTHEHVHZ ALLOWABLESPANASM ESSENTIAL FACILITIES ONLY E OF SCHEDULE -4 HVHz HVHZ MINIMUM SEPARATION MINIMUM SEPARATION yN POSIT POSITIVE WND HVHZ FROM GLASS NON.HVHZ FROM GLASS .0 IVF DESIGN WIND LOA LOAD WITH NEGATIVE POSITIVE POSITIVE WITH CENTS MATES LAING LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS POSITIVEAND DESIGN SHUTTER INSTALLATIONS INSTALLATIONS awfu NAND UNIMATE ALL PRESSURE SPAN NEGATIVEVAND F) 5 30'ASOVE 30'ABOVE DESIGN PRESSURE SPAN S 30'ABOVE 130*ABOVE Z Z.3� _SEIA.1.11 LOAD(PS MOUNTING (PSF) GRADE GRADE LOAD LOADALL (PsF) GRADE GRADE CONDITIONS" ON.) (IN.) D MOUNTING ON.) > OR@&@ (PSF) E9 III OR@ a @ (IN.) 29.3 158I 5.7' 3.5" 6V 3.1" z LU C9 ao 2S.9 ISS' law IW I $0, 3.0* 1.11 50.0 4 21,1 1 111' 1 111" Ill" % 30 a- $5.0 i5v 30.0 1 147' 1 166, 166" a 30 72'F' 1 51- 10 $0.10 14W Isw 1 5,r to ce 35.0 142' 1 1 so" 156" 166, 5.7' 3.w 65.0 60, 0 uJ j 40A 137' !4w ISw 7 3tipm ,uJ 11,0 l3w Iliz ISO" Ow 3'r 70wo 137' or 3.1" 1.5" 1 60.0 12F 135 156, 09" 3.0" 1.8" 75.0 133" 108" 3APi 8" low &W 1.51 40 1. 6600 isc isy 40 So'0 124' 120" 111. 2.2" 60.0 . 11. i3l, Mal 120' 3.01 7 2: 85.0 125' _T3_2' _68- _i7- 132' 1" 2.8" $0.0 121" _58- 6560 121� i2w 143' 4,r 146' 5.7" 3.6" 96.0 i1V 60. ;Ir ri 70.0 119, 126, 137" 75.0 117- 124* 133" w 3.0" 100.0 115" .0.0 its" 122, 12V 3.01 105.0 !12" 50 low 3,11 zo, 60 low 3�0` 2.0' iiomo IVY` 12W 3.1" $&a ils' 120' 125, tl-T•1 :0.0 112. iiw 121" :12: 3.6" 115.0 107, W*8 - 3S,2' =!I-a- 1 0� 120.0 106" Mi-v 5.811, 510 Ila, 117, 118" 137'�j 11.1 100.0 low Ile 116" Sol 3.0' 1.2' 125.0 low 60, 3.1* 1.1. 0 105-0 107. 112, 112" 60 99" 3.0' 1.9" 1 130.0 101" 99" 3.1" 110.0 low 110' Ila- low 30 2.2* i3s.0 so, 60 Law 31" zi, 116.0 lay 107' 107' 131, 5.7' 3.5' 140.0 By 120' 3.1" 17" 20.0 104' low low Gor 3.01 1.21 145.0 92, X: 125.0 103, 70 84' 310, I.w 150.0 6T 360' 8v 3.1" 130.0 tot" 99" 128' m. 3.5' 160.0 or 70 or 140.0 aw1". -_ so, la" 165.0 at" 120'. 3.1" 146�O 1. 14 1§ 1.7' 170.0 78, 1.27" 5.81 4.5' Is 69, so 73" 176.0 76" 3.11 1.2' i6swo - 118, 1 3.5* 30 pv Q pp Sy ec -35- TV pc 160.0 or 60 3.0* Ix 185.0 So go- -3.1- 2.21 . 7 165.0 81. i.r 1010 12W 3.7" 1w 170.0 78" Ila + 3�F zW 105.0 121" 618" 3.71 176.0 76' to I 3.r 3�r . 200,0 aw 3.il 1,21 180.0 1.- -so- 1 3.0* I.r FOR BUILDOUT MOUNT MAXIMUM 110 64" 3.1" 1.61 165.0 72* 14* 3, SPANS AND PRESSURES,.SEE or 3 2.61 w 10D.0 7w 3.1" TABLE C ON SHEET 6/13 Ijw 185.0 60* 1.2" "'w 'LS' 110.1 20000 To FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE V 84' TABLE C ON SHEET 6113 120] S 9°6i vj 11orr 3.1 1 &or TABLE I AND 2 NOTES: - 17 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND i NbjM: COUNTY FLORIDA. 1. NON HVHZ DEFINED AS ALL LOCATIONS OTHER THAN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. gg SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN A PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, OUTSIDE OF THEE BEING REVERSED.FOR EXAMPLE! 3. NO SEPARATION FROM GLASS IS REQUIRED FOR so IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE IN IN WIND ZONES I THROUC44 4 OUTSIDE OF W= BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. USED. f .\\\\ K I N ;.E. '' CENg� �� 4/1�'��C� ?3 90 A ® 4 GENERAL NOTES: _ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z j U w u W CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE ¢m o O t o INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM 4 L m W o c MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.- SECTION w 3 H 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE w 3 m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK o w 3 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA 1� BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE .n w CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 777 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1686/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. M .. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09,IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL z W PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o av VIEW Y e r LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. N¢ w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE QI DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR Of WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 FW-❑ �' 0 0 SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL h-J z a i ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ a I PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERl I 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, f m 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w J CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 3 g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ti 3 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. r 11, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK 6 DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL, 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES L CNANISM SEE g FORT LAUDERDALE FL ICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330 TAS 201,_202&203- k'' a-�5 g FLORIDA BUILDING CODE APPROVED - :—VLAO 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY U.O.N.,WITH A MINIMUM Fy OF 25TYPICAL ACONWmc K.S.I.14, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH ASHUT—MINIMUM TENSILE STRENGTH OF 60 K.S.I.,.U.0 N POP RIVETS SHALL BE 1/4"0 OR 3/16' 5052= --_ — A —._ - N.T.s. TE sx�R ELTIN ALUM,ALLOYt -- - - _ _ - 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR -- _ - - -- BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. �Y 17, FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. @ 18. MOUNTING EXTRUSIONS MAY BE BENTTO FORM A CURVE WITH A MIN.RADIUS OF 10".� & r 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. S N 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. s 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CQPffl lRWL8EhXk 0P.a ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 a" REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCAM BACK OF THE SLAT FACING OUTWARD,FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAG¢b¢SGRIPTION: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND 23. SHUTTER STRUCTURE. MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK .375 D 1.950" �� •�'lI PE' i 10-24 THUMB 200" p STAINLESS STEEL {`'r'125, 2.018' cu 1t SCREW Z o ASSEMBLY F o .320 HOLE w m 0 Qin 1.100" .240" 0 pNZ. c Go 0 m - ' e9i. 0 TA �NaWHEEL .062' 0 m � . II 5'MAX. L ' TYP.AT EVERY OTHER 750 ie��'i/h ,#1n 'r 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. .870" WgA�o:m O Lw ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOlI00RA55,NICKEL PLATED 11� w=••X g W I 1g 22 ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED VV Q W oo ¢ SCALE:HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE NOTE:HAY BE KEY OPERATED OUTSIDE OR THUMB i m.o w'o nq i d SCALE:HALF SIZE TURN OPERATED INSIDE. Z p N 3 o z C X50 23 BRASS PUSH LOCK 3Iw--3 NYLON WASHER NK 2 PSUSHOR ALUMINUM ,357' RIS ^�, e w v (NYLON BUSHING 276, �Sp S. 4000' `� ''0 a OPTIONAL) �' ,500' f 4 14 x 2-3/4"410 HT S.S. m -' ING CREW W/ m.062' mINSEC ULTRACOTE COATING 2.250' mYP TOP&BOTTOM) , 4' .137• .1 5' o [ w.n y G"WASHER: W� 7/16"0 x 1/2"("1 INTERIOR JOINT TOP Q��i 8 7/16"0 x 1" INTERIOR JOINT BOTTOM O a 2.000' m 224' F +- 8 0 g EITHER CAN BUSED ON EXTERIOR 26 BOX CENTER INSERT 2.750' Tr@�a#y 91 a SCALE:HALF SIZE C"e O 24 BUSHING ASSEMBLY DETAIL 27 RAINGUARD 28 DECORATIVE FLOOR TRACK z m W SCALE:HALF SIZE m<a e 1.978' SCALE. LF SIZE SCALE:HALF SIZE - a g C V L742' .623' .236' 170 , .286' 2.8n-6' .-2v6il 7-'3o 2.702"__. H,'^o• w 2.642" .642" LLL���S1 1.110, 2 4 2.405" 2.209" 2.216" 443' .443 m !24 n • It: y . I: ,284 1.200"084' N 1.100" 1.100" 190" 250" cu mi N .250" .125' 239' nm Z1,17 ,4963.443' 6' .190' 125pF�d5e'[fa .160' ,062' .176' 20036.8 CENTER MATE MbCK 3BOX CENTER FMAEBOXCENTER 33 OUTSIDE- -CER MATE INSIDE CENTER MATE �E lU�l SCALE: SCALE.HALF SIZESALE: L SIZE SCALE- SIZE H E a 7/16"0 STAINLESS U1STEEL N NOTE ATTACHMENT SCREWS FOR END STRIPS SHALL BE M10 TORX5500' x 13/16'WIDE 1 HEAD STYLE VARIES w _ OR PHILLIPS DRIYES[REWS, A HAND-TIGHTENED ONLY.THUMB SCREW t,9 00 1758 3o w�gw - j� '/ / SCALE.FULL SIZE �250'.r-f y s n n I MACHINE xSCREW STAINLESS n v 1 3 I J�e m = I I 5/16"m INTERNAL STEEL v `•� m C0PYW29FRWLBOSEU0RF. ,k}188 THREAD c o+ TYP, 37 T-SCREW INSERT N ,^. N a 15-2338 4,500' .--.689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE m F E�Tn�RpElI�ppo22pSECTION A 36 T-LOCK ADAPTER n 4. PAGEOESCRSPiIONe PNDUsiRIAL SYSTEMS (OPTIONAL.) 7.000' i N "' END STRIP 1" 9 35 BOX LOCK SCALE:HALF SIZE SCALE:HALF SIZE 3g 2X7 ANGLE 2" & 3" EXT n "/--aLLlrr"• SCALE.HALF SIZE .M',I25' SCALE. HALF SIZE a 1 iE FASTENER @ 18"O.C. EXISTING GLASS EDGE D)ST,/ XISTINGGLASS ! (USE ANY ANCHOR SHOWN DIST. ���, •±� we •••� � IN ANCHOR SCHEDULE). - ~ 3F EMBED �. SILL/7 (INTERIOR) �R � o z �Sg ALT.DIR CTION/ II II •r ��LL ~ T •o EM17 LL $ OF ANGL LE �' "' At "�� (INTERIOR) 17 %0,4, •'440 M .0.062"THICK 6063-T6 i UM.ANGLE 1"x 1"MIN. �l`��i EDGE O 2"x 5"MAX.(ANGLE LEG wl/4 4 29 29b A y, � g•- DIST. AY BE REVERSED) I>U X w c 38 ASTENER @ 18"O.C.(USE ANY 15 13 UI Q Q (0 13 13 13 ll ANCHOR SHOWN IN ANCHOR ;� 23 29a 29b yy 'c m w o SCHEDULE,1"MIN.EDGE DISTANCE). L a z e 13 `/r -20 THUMBSCREW N N 3 o z ITYP.) ( 29 1112 x 1/2"GALVANIZED BOTTOM (EXTERIOR) W w m 3 m INTO CENTERMATES 1/3 OR S.S.SMS,3/16"m ALUM. 3 J 8 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE o':` (EXTERIOR) SHALL BE 3/8" o w°: ¢� THREADED HOLE.LOCATED @ MACHINE BOLT NUT MAX WIDTH UP :D 1 1/3 SPAN TO 2/3 SPAN FROM @ 18"O.C. ' TO V HEIGHY. .+O TYPICAL PLAN VIEW f BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE:3"=T-0" S 8'-3".USE TWO THUMBSCREWS SCALEr 3"=1'-0" ON BLADES>W-3",ONE @ 1/3 SPAN LO NG DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES ^ 8, F OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM I^.I USE((1)BRASS PUSH LOCK ) SHUTTERS,A BRASS PUSH LOCK 23 DETAILS OR(1)5/16-18 THUMB 1 MAY BE SUBSTITUTED.WHEN USED WITH wig>: SCREW I 0 THREADED INSERT 37 AT 1, SPAN CENTERMATE#29 AS SHOWN,RECEIVING /� SEE ENO STRIP SCHEDULE W� TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" " FOR HAX.SPAN WHEN `� 'I BOTTOM OF SHUTTER. 30 r/ N4J� USING 403,40b OR 40C Imo• m RECEIVING HOLES HALL BE 13 �S 3 B"MAX WIDTH,UP T ¢M 1"HEIGHT. 30 I END STRIP SCHEDULE -v ' m SPAN I P62F 108 z'�40 USE APPROPRIATE z ui 8/0(2.7y 00" STARTER STRIP 72 TO B2 9d^ 40 PROVIDE CLOSURE FOR ^� O i3t 13 ® 112 32 75" 40 BUILDING CONDITIONS. L\/• 5 o m 2"BID(3.7') 62 85" o s 23 72 88" FASTEN STARTER o (INSIDE) ® 3 2/010 1"TRACK W/ rd v 2/#10x1"SCREWS � 3"B/O®(4.7y 62 '7f"' 9Y AT CORNER " I 72 3 7" ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). .�q �R s� l4LlV'i a 1.6"93' 45 93' SCALE:3"=1'-0" ANY TRACK 52 87' W/SCREW BOSSES. x0.093' 5 83' � I LLf.is� ANGLE 60 81 d70D77 :^� I B 78" Q SILL O 7 (J) I O I 2'13' 45 139" 5 F- x0.125' S 28" EXISTING GLASS $ � Q Z ANGLE 57 60 I. -7 - 30 13 8 116 + :`+ USE 11 BRASS PUSH LOCK $ I USE(1)BRASS PUSH v 7 111:. _ �< OR f S)/16-18 THUM (INSIDE) fill - LOCK 0 1 5/16-18 13 N� SCRII I THREA ED �x THUMB S��EW INTO 30 27t4" 45 145" g INSERT 7 AT 1/3 PAN SILL o THREADED INSERT 1371 _- x0.125• 52 5" TO 2/3 AN FROM - '- - A7-1/3 SPAN TO 2/3'� ANGLE 5 -29" ��- -BOTTOM OF_SHUTTER SPAN FROM BOTTOM OF (OUTSIDE) SIR e R SHUTTER.RECEIVING 4 1 1 8"- HOLE SHALL BE 3/6" 7 716" a MAX WIDTH,UP TO 1" 23 # 4 8 HEIGHT. JR 73 4' Q s ——_ _ _ — THAN TERSHOWN SPANS OR LOADS S 30 THAN ULE,ND END STRIP 333 s TYPICAL OUTSIDE CORNER CLOSURE g[NEOUIE,ENDSTRIPSREQUIREAB� .� D lo DETAILS WO CORNER POST I'xl•.090'CLIPAIIGLEHIDSPAN 13 30 C)P00GIGEMKKLBJOLWDOPE I NTS / 13 ANICHORSCHEDIILE6o1/x3/4'TEK 31 1S 13 23 - SCREWORI/440a0LTTOEND (OUTSIDE) 15-2338 SILL STRIP. USE(1)BOX LOCK AT 1/3 AGE& P SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION! BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE b e CC2 DETAILS WO/CORNER POST . MULTIPLE SHUTTER ASSEMBLY N75 �� SCALE:3"-1'-0" - annnr. 2 FASTENERS ALUM. TUBE - C2 CONNECTION TYPE �,,,`, 6063-T6 ALLOY EACH ANGLE SEE TABLE A FOR SIZE. ` 1\ \ REFERENCE ANCHOR EXISTING 0 SCHEDULE FOR MAX. STRUCTURE � •�•�' SPACING 1"x 2"x 1/8" 1/4-20 MACHINE BOLA oR 2"x 2"x 1/8•• Ct CONNECTION TYPE r ALUM.ANGLE ° 1 REFERENCE ANCHOR W/NUT @)12"O.C.ORT 7t 4 SCHEDULE FOR MAX #14 SMS @ 6"O.C. g THREE 3/16-0 13 I 7/ '6'. ��•w ALUM. ° SPACING 7/ ITYP.TOP&BOTTOM ,6C/T SOF POP RIVETS Z bd OR ° 17 ALTERNATE THRU BOLT ,x.r,t+q¢�.�r•� THREE#12 SMS, 3/16"0 ALUM.POP C1 CONNECTION TYPE ��_ R OR 1111 .Y (p��`^ TYP17 RIVET OR#12 SMS _ REFERENCE ANCHOR (��O 17 (°T 18"O.C.ITYP.) SCHEDULE FOR MAX. w0 WOR / I�IW3 V 1 TABLE A(co) 1 r �� SPACING FIX1 _o ZQ j u LL w PRESSURE VS ALLOWABLE LENGTH - MAY USE MALE OR 1 I I SS W 0 m y)y M m$Z o 0 2'Y2°x 8 3 N 8�/8" FEMALE LOCK-SLAT) ,} I / 4 13 F. w¢ Z w F PSF Mo Bl0" 0 UK I Il k FOR H151Z j Z 0 N 0 N 3 W z SS 62 130• 188` 13 _ \ ORDOORSFP�ARATtON i/! N m W N 72 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS / \\ TO GLASS X=D:Q ' o w m " 82 119• 172' NTS \`_ \ L w F ,p w-- 92 114' Ifi5' TABLEC: i'\\ ALLOWABLE SPAN Nq 1 \ /�,, z ¢ 102 L30' I60' SCHEDULE FOR 'C -_ S��o+R 6 OR = m 320 101• 147, TABLE B(cc4) ALTERNATE THRU BOLT SUILDOUTNOUNT w I.> \f(T,1p ut 150 C5 CONNECTION TYPE (DETAIL F) L'1 w PRESSURE VS ALLOWABLE LENGTH w o 97° t31' REFERENCE ANCHOR MAX MAX 200 88° 314' 2'SQ"x1/8° 3'Xfk1j/% SCHEDULE FOR MAX. SHUTTER DESIGN PSF WITH /0 WITH u/O SPAN PRESSURE C1 CONNECTION TYPE p• 1/4"MAX.FROM PIN „+ 1 62 113' 166' REFERENCE ANCHOR GUIDE TO BUSHING 1251N. +/-30.1 P5F SCHEDULE FOR MAX. E- -� WASHER(TYP.) 1211N. +/.31.IPSF SPACING 11 72 107' 157• 82 101' 147' 1181N. 9 PSF II I I lIS IN. +/32.7 PSF 14X3/4"SMS @ 9"D.C. p��C+7777��tt1 yd p o 92 95` 139' ' 1121N. +/-33.6 PSF / ANGLE TO TUBE CONNECTION *�1 6�o m 102 90' 132' 1101N. +/-34.2 PSF EXISTING 2"x 2­6x.125" 77 J 320 1071N. / CONCRETE. EMBED. 6063-T6 ALUM.TUBE Z d m LL B3' 322° +-35.2 PSF BLOCK OR m¢z n 150 74` 109' IOSIN. +/-35.9 PSF 5 CONNECTION TYPE u 200 69• gq• 7031N. /-36.S PST WOOD FRAMING REFERENCE ANCHOR l f p SPACING FOR MAX. 1-1/2"MIN.FOR CONCRETE 3011N. +/-37.3 PSF u) FOR WOODAND 3/4"MIN. 991N. +l-38.0 PSF 43 95 IN. */•39.6 PSF Cb ALTERNATE BU T MOUNT S TI Nti Pia a o s 921N. +/40.9 PSF V FASTENER @ 18"O.CHOR . SCALE.3"= - 0" w 9 IN ANCHSE OR:CHE ULE). 961N. +-438 PSF 1 1 °' IWN 3 831N. a/-4SA PSF -at IN. +/-065 PSF ACCORDION SHUTTER 781N. +/48.3 PSF PER PRODUCT APPROVAL 0:1 761N. +1.49-5 PSF w a 741N. +/-509 PSF ?H 3/16 RIVET OR#12 rFAN.LE x 721N. +/•52.3 PSto63-76 701N. +/-538 PSF APPLICABLEATTOP ykill SMS @ 18"O.C. OR UBE TYP. - lJE - - - _ _ AND/OR BOTTOM X=/4-20 NUT&BOLT 77 661N. +/-S7.0PSF 2.OR 3ITYP.). 3/16"0 ALUM.POP ALUM.TUBE RIVET OR#12 SMSww8083-T8 ALLOY 18"O.C.ITYP.) UI w um SEE TABLE B x 1/8" g r as FOR 512E 2 FASTENERSNUOUS r4 13 F- x W° 1/2°MIN.EACH.AN1 _ _ M ANGLE- - 4 _ _ 0 =me _ 2"x3"x%p"x_ �1"x 2"x.093" - - - - L ANGLE' _` ' Fat HNfL - - N pyw CONTINUOUS-OR 2°x -- _ 2.175' -6063-T6 ALUM. THREE 3/16"0 ALUM. TION TYP. LASS SEET 2 X Zm 2"x Y4°x CONTINUOUS8POP RIVETS OR ANGLE,TYP R DOOR ¢ ¢¢ 6061-T6 ALUMINUM §y •A THREE#12 SMS.TYP. 70 CLASS ods- Ng _ 17 S u ANGLE 0.9" Zz• 0 0 1"x 2"x 1/8'• u m 2" ALU MIN.THICK FASTENED e 3 Y OR 2"x 2"x 1/O" ALUM TRACK FASTENED 3 N g 13 ALUM.ANGLE ANGLE FASTENED TO TO ANGLE WITH 1/4-20 S 1 6 EXISTING 3 KSI MACHINE SCREWS AT 3" •E R USE MALE OR FEMALE LOCK-SLAT) - 6 C4 CONNECTION E CONCRETE HOST FROM ENDS AND 9°O.C, 0Q fRNALeEhTUAEOpE 13 m REFERENCE AN OR STRUCTURE WITH FOR THE BALANCE 13 w SCHEDULE FOR X. Yc°0 ELCO ULTRACONS 2-3/2°MIN. 5-2338 SPACING AT 3°FROM ENDS AND EXISTING CONCRETE $ #12 x72 .�ALVANIZED (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 P DESCRIPTIONIOR S. 3/16"tis ALUM. WITH IY;MIN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POP RIVET, R 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENTAND 2 SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT 8,NUT SCALE:3" 1'-0" EXISTING CONCRETE, MIN EDGE DISTANCE, °T @ 18"O,C. BLOCK OR WOOD FRAMING STAGGERED WITH 3° ro� MIN.SPACING,TYP. BUILDOUT MOUNT g EE INSIDE SILL MOUNT SECTION F SCALE.NTS $ SCALE.3"-1'-0" C5 CONNECTION TYPE REFERENCE ANCHOR XISTING Z, FOR ASTY SCHEDULE FOR MAX. STRUCTURE ••, Q ., FOR M o o d ESSENTIAL :SPACING 5"MAX. 1/4-20 MACHINE B T GLASS Ell tt w y GLASS E TABLE w Ci CONNECTION TYP E OR DOOR SEE TABLE F 0 w-. OR DOOR &FGt HYHZ w w m .' REFERENCE ANCHOR 79 W/NUT @ 12"O.C. x &FOR NVHZ vw SEE TABLEH �,' SCHEDULE FOR MAX. #14 SMS CO)6'•O.C.. - SEE TABLE BIN.2 13 =wn Zr SFOR MIN.EPARATION 73 =F =W SPACING /2• (TYP.TOP&80TTQkib', T OF « o SEPARATION X w w! TO GLASS w 0_w J 1/4"-20 THRU BOLT W/ TO S ¢_ #12 x 1/2"SMS @ 12"O.C. X z Z< LOCK NUT @ 12"O.C.OR F E-w m OR 3/16"H ALUM.POP a,� a F., o In R 6 OJT// \�z #12 x 1/2"SMS @ 12"D.C.E.S. z I< RIVETS @ 6"O.C. OR 1/4"H F ti w O OR / OR 3/16"0 ALUM.POP w� ALUM.POP RIVETS @ 12"O.C. a '°� 0: •^_U RIVETS @ 6"O.C. E.S. �= w d'4 OR 1/4"0 ALUM.POP RIVETS w 11 AND�2 ��.\ FOR F,� L-w w= X&W @ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN---1 ESSENTIAL 1 w I"J Q U (F k 1/4"MAX.FROM PIN 1/2" I E TO BUSHI G 0: a LL `n 112"TYP. F w x❑o " to z a L O9 ANDA GUIDE TO BUSHING d WASHER(TYP.) SEE T 4 - w=.- i m o w o ASSEMBLY WASHER(TYP. m GLASS &FOR RVAZ -w t- w-w__, W rj OJ N 3 a / 1/2" 1/2"TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR SALE 2 ., w 3 m W BLOCK OR WOOD FRAMING -"` X z o z REFERENCE ANCHOR FOR M". a a m EDGE SCHEDULE FOR MAX. SEPARATION oo a\- m w / 3 CONNECTION TYPE DIST. r-"y TO GLASS REFERENCE ANCHOR SPACING AS SHOWN-• y Q C) / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM�O,N%,PG.10) ¢ / DIST. SPACING AS SHOWN REFERENCE ANCHOR ¢ �] SCHEDULE FOR MAX. a 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER�'" 3 o I&MOR R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND O i SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS N1. 1/4"MAX.FROM PIN ,n R / SPACING.ALT.FASTENER WITH THIS LOCATIO C1 CONNECTION TYPE 2 GUIDE TO BUSHING I M 4 / [rL-- LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) ¢' ` 1/4"MAX.FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTKN SCHEDULE FOR MAX. 19 GUIDE TO WITH THIS LOCATION SCALE,3"=1'-0" SPACING— PINtr�w 5 CONNECTION TYPE i If BUSHING WASHER O INSIDE MOUNT SECTION ° REFERENCE ANCHOR / fa (TYP.) SCALE,3 1'-0" SCHEDULE FOR MAX. NOTE:FOR OETAILS A, 13 D ANO E ON THIS SHEET, - EXISTING CONCRETE, SPACING {, BLOCK OR W000 FRAMING EMBED. Q-o / THE BASE TRACK MAY BE INSTALLED IN SECTIONS p• = m WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS 1 CO BUILD OUT ®-A<a A MINIMUM TWO SETS OF ANCHORS AND IS - a z MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK STING CONCRETE, SCAL =1'-0" USED WITH THE BASE TRACK MUST BE CONTINUOUS BLO L9C=OR�_000F _a AAMING_- - - �-- z OVER THE GAPS BETWEEN SECTIONS. $ EXISTING CONCRETE, EDGE IST' ��.- EXISTING g STRUCTURE � +7❑ BLOCK OR WOOD FRAMING 4 CONNECTION TYPE C2 CONNECTION TYPE W EXTRUSION 2 a EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W%EXTRUSION 'QV REFERENCE ANCHOR w SCHEDULE FOR MAX REFERENCE ANCHOR aS ! SCHEDULE FOR MAX. i SPACING SCHEDULE FOR MAX. ® b SPACING AS SHOWN w - SPACINGS., 1/2•IN DIAGRAM ON PG.10) 1416 1/2„ v'RO R w 3 4 w w GLASS 4 taw- »m W o - - w r- - - - - -- o: -- OR DOOR - &F H4HZ _ -- 13 w W o FOR a w a o w 1/2" w #12 x 1/2"SMS 12" SEE TABLE _- w w w e w w w m O.C.OR 3/16"H ALUM. `- - p a - 'w=❑o n � - Fw7o� POP RIVETS@6"O.C. X -Zm GLASS OR� A.' B FOR F w N W o OR 1/4"0 ALUM.POp a O < DOOR FOR NN1Z a F Z a w d x a3 13 ❑x RIVETS @12 D.C.--- - ->= uyl- FOR WI. z❑ m --- - GLASS I-z w w X z OR DOOR FOR oow STO GASS a j0:<¢ � I FOR HE SEE TABLE 2 _ X Z o Z m ib CUSS 3 it.- w o: a - - -- - --- - m - - 1/4 2055 MACHINE f;l/iSS `- ��U, -- Q7 AND QB 1/2" GUIDE TO BUSHING N --- SCREW CRE 8,NUT @ W ASSEMBLY 1/2" TYP. WASHER(TYP.) f.tD w ❑ w 1/4"MAX.FROM PIN a rJ a 1/4"MAX.FROM PIN m w of X 4 CONNECTION TYPE 1/2" LA E TO BUSHING a GUIDE TO BUSHING LATS 1 R 2 WASHER(TYP.) ,$ X E WASHER ITYP.) EDGE REFERENCE ANCHOR � O a m 8 B I s a 5 6• EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C2 CONNEC110N TYPE W��EXTRUSION 2 BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION 1 COPYRWRFML8EW0 00P.E FRAMING BLOCK OR WOOD FRAMING 4 CONNECnON TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 OR REFERENCE ANCHOR SCHEDULE FOR MAX. - 3"x 3"x 1/4"CONT. 4 CONNEC110N TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM, SPACING.ALT.FASTENER EXISTING CONCRETE, PAGE DESCRIPTION: LOCATION.FRONT AND (MAY BE REVERSED SCHEDULE FOR MAX, POP RIVETS @ 6"D.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING s AS SHOWN DASHEDI SPACING OR 1/4"I3 ALUM.P WITH THIS LOCATION RIVETS @ 12"D.C. " O SCALE.WALL UNTSECTION O CEILING LIE G3/11N INSIDE MOUNT SECTION OF SALLI 8 ILD OUT C SCALE:3"=1'-0" FOR HVdZ BE TABLE 2 al. EXISTING 1/4-20 LASS 'M WIN.SEPARAMON TO STRUCTURE ALT.LEG DIRECTION MACHINE OR CL'M 130 fz( 0 f.17 �2.16063-T6 ALUMINUM SOLT W/NUT FOR ASTM ESSENTIAL FAOU71ES SEE TABLE 4 6 DOOR ire: ANGLES PER BEAM END. 0 x SIZE PER SPAN TUBE 12"D.0 OR a 49 'uu- SCHEDULE #14 x 3/4" 1/4"0 ALL 'Z Q POINTS SOLID SMS 61,D.C. SPAN TUBE SCHEDULE 4 0 SET ANCHORS SPAN TUBE Pf I WITH 7/8"MIN. LOWABLE TUBE NUMBER OF NUMBER OF X kn z EMBEDMENTIN PER DESIGN ANCHORSP MINIMUMAN <:eo!11 9 ACCESS HOLE TUBE SHUTTER AL SPAN THRU-BOLTS ER .2, CONCRETE OR SCHEDULE SIZE SPAN ANGLELENGTH 4 N. T !0246137CJVN '00, 21 0 L'A L I SIZE I SCHEDULE x BLOCK 3"MIN OTTCM TOP BOTTOM rr CLIXF SPACING AND TOP BOTTOM TOP 8 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE Qz) 4w " 14 DISTANCE. 2:-M z 6W 123.61 135.r 2 2 2 3 4' 7' 0. 3 3 7. Z 'u 15 Z 'U91 0.126, or 101.71 106.9--- 2 2 Ix 123' 890 94.4' 2 2 3 ZE9 11 Wj C ca's z or 114 0' t24.1' 2 2 a 3 71 7' I - ru LL 1/4"MAX.FROM PIN GUIDE SEE TABI F -12v I ioz*r I 109.61 2 2 4 4 3"MIN. 1�1 O-m 60, 129J" 167.0" 2 2 --- ED.DIST. 'u, 2 3 4- 7" Z TABLE 2 1 WAT"M 10' 10, 1 TO BUSHING WASHER(TYP.) GLASS 60" 13810, 19 2 2 3 3 7' 7. In OR DOOR Z�._x ,d a 96" 122j' 155.7" w 0 1/4"0 WOOD 0.12P 2 2 3 4 7' W 1/4"0 THRU BOLTS 5. 2 3 4 C) 3 SCREWS P 2�" SEE BEAM 123" 115.0 137J 6 IV, 1- O.C.MAX,WITH 2' 2 7' 10, THREADED 3"MIN. - SCHEDULE FOR 60, 2400 2 EADED PENETRATION Z, 2'xIV' "T"INTO CENTER OF STUDS ED.DIST. EQUIRED NUMBER B w x 0.1876" 96* ra �tn or 7322• 243.7' 3 d 15 7 1 13' IV 14 sms @ MIDSPAN BETWEEN 1/4"MAX.FROM PIN GUIDE SPAN TIJ EMS."T' 2%SCHFD,'JkE NOTES: vii STUDS FOR TRACK TO 1"x 4" T 4_ -X!,�XI/w"ANGLES FOR Z"&2*x6"BEAMS. PLYWOOD& TUBE CONNECTION 1/4"o ALL 2 USE 214"4/4"ANGLES FOR 2"x8"&2"x10"BEAMS. STUCCO FINISH POINTS SOLID 3: USE BEAM SCHEDULE FOR DETAIL J. 5! E'x 4"x.125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN 063-T6 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED 8 EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. SPAN TUBES MAY H D TAIL To BE USED WHEN STUD SPACING CONCRETEOR 1/4-20 MACHINE BOLT BE USED IN A MID SPAN CONDITION WITH q THIS OR SPACING. BLOCK, I ALLOWABLE ANCHOR I EXCEEDS THE MAX. SPACING 3" (2)6663-T6 ALUMINUM W/NUT @ 12-D.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 0 MIN EDGE END OR#14 x 3/4-SMS LZ TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, THIS DETAIL MAY ANCHORS,ANGLES AND 80 IT!THE SHUTTER SPAN TAKEN a! ANGLES PER BEAM WALL MOUNT SECTION DISTANCE. SIZE PER SPAN TUBE 6"D.C. SCALE:3'.V-011 AS THE SUM OF THE SPANS AND BELOW THE BEAM. ALSO BE USED SCHEDULE A. AT TOP EXISTI G ACCESS HOLE 6, LAP BEAMS ARE NOT ALLOWED. STRUCT URE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED. E MAX,DESIGN LOAD-x 72 PSF E BEAM SPAN SECTION -GLASS (DSCALE,3".T'-0" FOR ASIM ESMIIAL OR DOOR FOR NVHZ SEE TABLE @ 2 ' :E 11 w EXISTING WOOD FOR MR,SEFARArA TO z � '"' 3 1/2 a GLASS TRUSS OR RAFTER 1/2 w I X < 24"MAX.D.C. /2'-1/ In A < ii. w EXISTING FINISH MATERIAL r gill AX.FROM PIN GUIDE • o 1/4"M T BUSHING WASHER IT big ALUM.TUBE W/THREE r-71/4"TILE(TYP.) 1/4"0 WOOD LAG 1 ,16 YPJ 1"x 4"x 1/8"6063-T6 58 FINISH MATERIAL SCREWS WITH 2-3/4" ATE 3/4-PLYWOOD 'JK MINIMUM THREADED 'f ffj-' PENETR."T"IN WOOD 7--1/4"0 A325 GRADE THRU SOLT@ 7"Oc gb) 325 GRADE THRU BOLT @'ii-D.C. 24"D.C.MAX,WHERE 5 6 OR 5/16"0 A EACH RAFTER OF TRUSS� GALV,OR B.S. TUBE EXTENDS BEYOND I LAST TRUSS MORE THA'N - - BE, 1/4"0 ELCO ULTRACON TO CONCRETE/CMU S.,0 C.W/1-1/4"MIN.EMS, 6", EXTEND TUBE TO 2"x S"x 1/8"6063-T6 0: w�. ALUM.ANGLE W/THREE OR 1;4"0 LAG SCREW @ 9"D.C.W/1-7/9- NEXT TRUSS. ul W:)I I .42.TO 0.55. m 1/4-0 WOOD LAG MIN.EMB. IN WOOD SG=0 roo Lo W SCREWS WITH 2-3/4" 1/4-20 S.S.MACHINE SCREW C& 13 z= 12"D.1/C.2"0 ACCESS HOLE ON IN BETWEEN TRUSSES u MINIMUM THREADED EXISTING CONCRETE, WITH In PENETFL"T"IN WOOD @ 15-2338 HOLLOW BLOCK OR CONT. z Z M WOO 2"x S"x 1/8 BACKSIDE OF TUBE OR#14 SMS EACH RAFTER OF TRUSS, FRAMING.SEE ALUM.ANGLE(6063-T6) @ 6"D.C.MAX.IN BETWEEN < SCALE. I ON SCHED.BASED 24"D.C.MAX.WHERE PAGECRIPTIO ON SOF STRUCTUR ANGLE EXTENDS BEYOND < LAST TRUSS MORE THAN 6", EXTEND ANGLE TO , ?2 P.S.I.I PASS THRU DETAIL (MAX.DESIGN LOAD 72 P.S.F.) 'MAXDE.IGN LOAD j NEXT TRUSS. SCALE=3'-T-0" FTRUSS MOUNT SECTION 0 U0 GLASS OR n� DOOR o G DO 2.. i •J4%I nCl FOR ASTM ESSENTIAL .• � FACILIPES SEE TABLE GLASS OR Z .' GLASS OR 4 k FOR HVNP SEE DOOR 47^ i• ODOR m ARAliON TO R.A w J ____I ___ ___ TABLE 2 FOR IIIN. FOR S m a F1E� c SEP SS F m I I QF AE t` E I A IIA W O ,� w71a- I I Q •,'�F FOR F7 SEE TABLE uawm hFOR wFM�a ^ y WK MIN. Sw Q� PFOR vi=Q f =o a SEPARATION TO7 SEE TM K w d O SEPARATION TO w i Mugu, 4"MIN. CUSS XwN- GLASS =_z 13 www a=Kw it 170 JOZ Q wULL W�a 13 m 13 w m m CI CONNECTION TYPE vas RADIUS HEADER MOUNTED n a u '� c z b a J o w REFERENCE ANCHOR a rn PARTIAL ELEVATION I-�y p y m 3 z"a j w ~ w U SCHEDULE FOR SCALE:3'= i'-0' N O g w w 20 J J v=i 29 Q Q SPACING `) .250" W •+W 3 o z 3 " .250" i .25D vai ) w z m 3 U / 1/4"0 TAPCON a 24" C6 CONNECTION TYPE w I 8 O.C.WITH 1-1/4')MIN, REFERENCE ANCHOR 0 B (I 0 ti Q `T_T18E0.., / SCHEDULE FOR MAX. w SPACING < m EXISTING CONCH ETE OR EXISTING I \ •JFLO ONLY.WOOD /E 1 STRUCTURE r FIAhIKII�G'&'@O ANCHORS 8� �` EXISTING HOST STRUCTURE w v: OT ACCEPTABL _ EXISTING FINISH m m c WALL ACUNT SILL DETAILMATERIAL E 1/4"MAX.FROM PIN E \ - "'�,� SCAL GUIDE TO BUSHING \ 5 6 CUT IN 4"INTERVALS .'.rf�%NH:_.ti ;<�•`- I:n'.e WASHER(TYP.) DIST. DECORATIVE FLOOR TRACK DETAIL ODRO w \ Q'SCALE:3"=T-0" TO FOR U E(SEE -I \ DETAIL P7 FOR ADDITIONAL zd y O RECESS SILL DETAIL n INFO), TY .T P&BOTTOM. SCALE:3"=1'-0" 1�\�Ivl' R FASTENER @ EACH 4"CUT v 3 s o S O m ® /' \\ `t SEE ANCHOR SCHEDULE BASED S Y ON C4 CONNECTION TYPE TO aaa q n m o ®z;� m 1/4"MAX.FROM VERIFY ANCHOR SPACING "�� S"o cazi _6 PIN GUIDE TO o IS ACCEPTABLE 4� BUSHING WASHER (TYP.) .3Q 3� i �'`e• F 3p wwv�v viw 3� os TYP.BOTTOM •s- EXISTING 1/2" TO BUSHING WASHER TYP. STRUCTURE W1 NU MACHINE BOLT j} .w W/NUT(al 2"O.C. i"\�• �19 CUT AT INTERVALS T Il EXISTING FINISH FORM CURVE ISEE DETAIL P ®I MATERIAL „ I CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. o , 'u ll -- - - SPACING(FASTENER 1"x1"x1/8"8 1"x2" 1/B" @EACH 4"PIECE ? 6063-T6 ALUM.ANGLE CUT TO H 1"x1"x1/B"8 1"x2"x1/B" y} MATCH AND PROVIDE SUPPORT II 6063-T6 ALUM.ANGLE CUT TO p CURVED TRACK SECTION DETAIL S I OF CUT SHUTTER EXTRUSIONS IIIIIIII MATCI,�AND PROVIDE SUPPORT SCALE:3"=1'-0" h _ FRONT AND BACK.WHERE OF CU SHUTTER EXTRUSIONS - OF OF EXTRUSION IS FRONT AND BACK.WHERE /-- P2 o s' CONTINUOUS REINFORCEMENT = FRONT OF EXTRUSION-IS _- �� - - -- - IS NOT REQUIRED. _ - - CONTINUOUS REINFORCEMENT P� _ $ IS NOT REQUIRED. §§ o D APPROVEES�MOUNTING D M8 PPIIECeITION.MIN.OF TWO PER B APPROVED MOUNTING CONDITION,MIN.OF TWO PER COPYPoGXfFRP7(LBETN0.900P.E PIECE 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND _ aSPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF SCALM - & TWO FASTENERS PER CUT TTIE�EFASTENERS PER CUT PAGE DESCRIPTION: PIECTYP. SECTION FOR SHUTTERSTYP. ALTERNATE SECTION FOR SHUTTERS / 9�3 ar Pl SCALE:3'-1'-0' P2 SCALE:3'- V-0' i ANCH0R SCHEDULE. CONCRETE 6�N9L ,P.E 2,5"MIN EDGE DISTANCE 2 x S(TYP.) p x S OUTSIDE •'Ti9�� ---- TOP FLANGE SECCTI�N(SEE SPACING ,L '• �O' I Spans Up To 6'-0" Spans Up To 8'-8" Spans UD To 13'-0" i r] LOAq CONN TYPE CONN TYPE COIJN TYPE O 1 O F ANCIIOR S ) - =y Cl C2 C3 Ca CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 ' 1/4"ITW TAPCON .001126.0 6 " " " 16.0" 6.5" 6.0" 9.5" 9.0" 2. O O OOR L1ULTRACON WITH 1-3/4 6.0" 14.5"16.0"16.0" 8.0" 7.0" 13.0"30.0"11.0"10.0" 5.0" 9.0" 6.0" 7.0" _ 1 x 5 ITYP.1 3 OR 4 HEADER/SILL EMBED(3192ps1 MIN CONC) 0.0" SO"12:5`ISS' 13: ." 9.5" 9.0" 9." 'B:0^-4:D S,0" "6:0" 1 x S(001 INSIDE ';.p TQ �Fm ',{ 110 14,5"19.5" b.0" 5.5" 8.5" 8.5" 9.0" 75" 4.0" 4.5" 6.0" 7.5" 6.0" 5.0" BOT.FLANGE SECTION(SEE SPACING 48 16 0"16 0"16,0"16.0"16,0"16.0"16.0"16.F 11.0"10.5"16.0"14.0"14511 145" 6.5" 6.0" 9,0" 9.5`. SIDE CLOSEST TO OPENING �i7j p S 1/4"MILLENIUM MILLFAST "t •.•e^7 WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16,0"1S.S'16.0"16.0" 8.0" 7.0" 12.0"11.0"10.0" 9.0" 5,0" 4.0" 5.5" 7.5" � lam iti 3 MIN CONCRETE) 72 16.0"16.0"10.5' 9.5" 16.0"13.5"14.511 14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" 4,5" 6.5' NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. (( w= X`8 1 110 13.0"Y3.0" 6.0" 5.5" 8.0" 9.0" e.o"L7.O' 4.0" 4.5" 6.0" 6.5" s.s^ s.s" SPACING DIAGRAM FOR C) CONNECTION TYPE: F¢ a w (D 3 b 200 6.5" 5.5" 5.5" 6.55.5" 6.5" 5.5" 5.5" CT CONNECTION TYPE USING PIECE©OR Q48 16.0"16.0"16.0"16.0"16.0"16.0"16.0" 16.0"15.0"16.0"16.0"16.0"16,0"10.0" 8.5" 12.5"14.0" Z2/4'ELCO CRETEFLEX SS4 V7/2"EMBED(3350ps1 MIN 62 16.0"16.0"16.0"16.0"SG.0"IG.0"36.0" 12.0"10.5"16.0"36.0"14.5"13.5" 7.0" 6.5" 8.0" 17.0" W,o CONC) 72 16.0"16.0"35.5"14.5"16.0"16.0"]6.0" 30.0" 8.5" 12.5"14.0"12.0"10.5"710 .0" 0" 8.0" 11.5"13.0"12.0" 6.0" 5.0" 6.0" 9.0" 10,0" 8.0" 5.0" 4.0" 5.0" 8.0" - 7CMBINATION 11 / COMBINATION w--2 z 5 TYP.)200 10.0" 8,07. 5,At' -." S.0" .".7.0.0' 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4,0" 5.0' 6 w•• " 1'•MINE �`' i- 9 / 10 COM81NATION ,�p€ ,• v a; 1/4'ITW 7APCON 00.ELCO 3 Cl C2 C3 C4 CS C6 Cl C2 p C4 CS C6 Cl C2 p C4 CS C6 <��°;I Ic•'�. O a a ULTRACON W1TH 1-3/4" q8 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0"16.0" 5.0" 4.5" 16.0" 5.5" 15.0"15.5" 9.5" ' r ^ m EMBED(3192psi MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.011 16.0"16.0" 125" 6.0" ".' �;' !; '� .� BED(3192ps1 MIN CONC) Iia 72 ;7.1 9.5" 9.0" 7.5" u' 110 14.0"14.0" 8.5" 8.5" 4.5" 7.0" 6.0" 1 x S(TYP.) 2 x S fTYP.) { 200 7.0" 6.0" 7A" 7.0" 6.0" r- 1/4"MILLENIUM MILLFAST 48 36.0"16.0"13.0"13.0"16.0"13.5"16.0" BA" 7.5" 16.0" 9.5" 11.5'11.5" 4.5" 4.0" 7.0" 6,5'• NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. W-9 {VITH 2-3/4"EMBED(3275ps1 62 16.0"16.0" 9.0" e.s" 16.0"lo.s"Ia.o" s.s" s.o" 9.s" 7.s" B.o" 7.s'• 4.s'• s.D" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: -=ti MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE QO WITH OUTSIDE f m 110 30.5"10.5" 4.5" 4.0" 6.0" 6,0" 6.5" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY 200 S.S' 4.5'• 5 5.5" 4.5" 5.5 4.'• -C4 CONNECTION TYPE USING PIECE®OR ® WITH �{(�•5 m rc OUTSIDE ANCHORS ONLY 6 i 1-1/4"MIN EDGE DISTANCE I 3 3/4'ALL-POINTS SOLID-SEI Z m 1'i o 0. ANCHOR W/7/8°EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 04 CS C6 Cl C2 C3 C4 CS C6 ANCHOR NOTES: 7 4-20 SS MACHINE SCREW 48 36.0"Sb.0" 9.5" 9.5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0" 7.D" 10,5"11.0" 3.5" 3.5" 6.5" 4.5" c / 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 5=o (3000Dsi MIN CONC) 62 36.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5' 4.5" 4.0" 9.0" 5.5" 7,5•' 7.0" 4.0" 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE m 72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" 6,0" 5.5" 3.0" 3.0" LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(Pg 1). m •� 110 30.0"10.0" 3.5" 3.D" 6.0" 3.D" 3.0" 5.0" 4.0" 8 200 5.0" 4.0'• 5.0 4.0 5.0 4,0'• 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o g ,9"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a LL 1/4-AL L-POINTS SOLID-SEI EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER � Ii R ANCHOR W/7/8°EM13ED& Cl C2 C3 C4 CS C6 CI C2 C3 C4 p C6 CI C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4.20 SS MACHINE SCREW 48 16.0"16.0"16.0 16.0 16.0"16.0"76.0' 16.0"14.0"13.0"16.0"16.0"16.0"16.0" 8.5" 7.5" 11.0"1L0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000ps1 MIN CoNC) 62 16.0"16.0" 16.0"36.0"16.0"16,0"10.0" 9.0" 75.0"13.5"12.5"11.5" 6.0" 5.5" 7.0 9.0" L 72 16.0"16.0"13.0"12.0"16.0"16.0"16.0"SG.0" 8.5" 7,5" 11.0 12.0"10.5" 9.0" 5.0" 4.5"052 4. IXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE110 S6.D"16.0" 8.0" 7.0_' 10.0"11.0"10.V' 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 200 B.5" 7,0" 4.0" 3.5" 4.5" 6.5" B.5" 7.0" 9.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.D" 3.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4°POWERS SS DROP-!N 2-5/e"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl I C2 C3 D4 I C5 C6 Cl I C2 I C3 1 04 1 C5 C6 I Cl I C2 C3 C4 C5 C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE _ 1"EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0"13.0"12.0"12.5" 6,0" 5.5" 7.5" 9.0" _ ONLY. CONC) 62 16.0"16.0"12.0"11.0"16.0"14.5"15.0"16.0" 7.5" 6.5" 10.0"10.5" 8.5" 8.0"FC3C4 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 666 72 16.0"16.0" 9.5" 9.0" 16.0"12.5"12.0"12.5" 6.0" 5.5" 7.S' 9.0" 7.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q sial H ` 110 11.0"11.0" 5.5" 5.0 6.5 8.5 7.D" 6.0 6.0 5.5 LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER , 200 5.5" FINISHES. MIN EDGE DISTANCE 1/4°POWERS SS DROP-IN7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS v x x';3 All l W/]/4-20 SS BOLT AND --Cl C2.= C3 04 CS C6 Cl C2 C3 C4- C5 -C6 -Cl C2j - VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING- - - - -- _ �F •a - MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE'ONLY FOR-" a ' 1°EMBED(3000ps1 AND 48 36.0"116.0"16.0"016.0" "16.0"16.0"11.0 10.0"16.0"74.0"13.0"13.0' 6.5" 5.5" 8.0" 9.5" SIDE CLO§URE PIECES. CONC) 62 16.0" "76.0"16.0" 8,0" 7.0" 10.5"11.0" 9.0" 8_0" 5.0 5.0 75"12 16,0" "13.0' 13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5 6.5" 8. WHERE lAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER110 ]2.0" " 7.5' 6.5" 6,5" 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL2°z 4°(MIN.)WOOD STUD.3/4'EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. GSCREWSSHALL 200 6.0" " 6.0" 5,0" 5.5" 6,0" 5.0" 5.5'• HAVE PHILLIPS PAN HEAD OR HEX HEAD, gag 2"MIN EDGE DISTANCE Ma a SR 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN 012 SMS W/2'EYEWALL Cl C2 p CA p C6 Cl C2 p C4 C5 C6 Cl C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER O0PYPJWFRA4ILBFWJ=P.E ARMOR INSERT W/2°EMBED 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0' 16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" S. 4.5' 9,0" 6.5° HEAD(SIDEWALK BOLT),U.O,N. (2000ps1 MIN CONC) 62 16.0"16.0" 9.5" 9.0" 16.0"10.5"16.0"16.0" 6.0" 5.5" 12.5" 75" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" 15-2338 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 72 16.0"36.0" 8.0" 7.5"116.0"19.5" 14.5"15.0" S.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3,0" 4.5" 4.5" SCACEt 8 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" q.0" 7.0" 5.5" 3.5" 3.5" r DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCR7PTiONt _ 200 7.0" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. - #12 SMS W/2.75"EYEWALL 48 16.0 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.0" 7.0" 6.5" 11.5" 9.5" .__. .. 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. m ARMOR INSERT W/2.5" 62 16,0"16.0"13.5"13.0"16.0"15.5"36.0"16.0" 8.5" 8.0" 16.0"11.0"13.5"32,0" 5.5_' 4.5" 7.5" 7.5" EMBED(2000ps1 MIN CONC) 72 16,0"16.0"11.0"10.5"16.0"13.5 16.0 16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5"• 4.5" 4.0" 6.0" 6.0" 11, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NO7 BE USED 70 ^ O 1]0 16.0"16.0" 6.511 6.0" 10.5" 9.0" 11.0" 9.S' 4.5" 4.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL C'Lfll CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5"1 3,0" 4.5" 5.0" 3-1/8 MIN EDGE DISTANCE Spans Up Sp�m Up To 13'-0" Spans Up To 6'-0" SpanS U Spans Up To IT-O" CONN TYPE CONN TYPE CONN TYPE CO i:�FE CONNITYPE mill 1-3/4'EMBED(3500psi MIN MEMEMEM mama ma f—t—, Imma MM 3/4 (3000pi MIN ■m©m0mmiilm©0000[�m[�■OQlm©��10mm0m00mmm00®m mm 0mm ®mm HAMM ����®®��////////%//////////%ice ce �j1/4 Em // //%%/////%/////.%///%i% //////////%//%/S/%///%///%=11�jj %////////////%////%////%%//%i%////%//////%////%/////%®®%/00////%////"®/%i////.M////%%///i/®/////%i%�//// '• . '. ' 07000/00/1 -1/4-EMBED rONWITH m® ®[��%/////////%iii®®%/ i, /. .1111%®RamMu �%/////%//////////////: � ��///� %moi.', // / `~f ANCHORW/1-1/4'EMBED O %/// aIm%/////%//////,%///"rze4li%///////////////////%//// ////////%%///%///%%/%///."%////%%///%//%%/////."'////%%/////%///%//////%//////////%i%%//O%//%%///%/%%i%/%/%/%%rMOME%////�///////%///%//."%EN/////%%��/%i �R'�lmmm©0©mm©m®©0©0©mom©m©00©mm©mm 1/4-20SS MACH ME CR 9 ®�® 0aEmKm 31/////%//// ■ ��E�i////// mA%////%////.%////%////y////%/////%///%i%/ %//%�Im 0mM�/////%/////%////m® �mmDO©m0�0mmDDO©0[�©0D0©0000©mom ������ ox i L� �i%/ j / am— DISTANCE////%i%// ///////.//// DISTANCE �mmmm©mo©omm©mmmmmmmmmr�©omo®©om ` °° ' 00/10/000/0 1 ////%%///'//////%/////.,'/////i��/////.%////i%///%%//%i'%////jj%////%////%%////%%///////////%//////////e 13 11 anon/ AA o'• CTA EOF r ANe�gGR- fHE®ULEc HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: W®®® (G=0.55 ,� G 3/4"FEIN EDGE DISTANCE Spans Up 6 .....m-e- 2"MIN EDGE DISTANCE To '-0" Spans Up To 8'-8" Spans Up To 13'-0" o. rj Spans Up To 6'-0" Spans Up To 8'-8" Suns Up To 13'-0" tj LOAD CONN NPE CONN TYPE CONN TYPE ¢ j U'd W LOAD CONN TYPE CONN TYPE CONN TYPE i ANCHOR (Psf) Cl C2 C3 C4 CS C3 C2 C3 C4 CS C3 C2 C3 C4 CS <W"0 ANCHOR QSt)", C2 C3 C4 2 C3 C4 CS CI C3 C9 CS 1/4°LAG SCREW WITH 1-3/4' 48 16.0"16.0"11.5"11.5"16.0"16.0"16.0" 7.5" 7.D" 16.0"16.0"16.0" 4.5" 4.5" I5.0" ]4( L m�w o g 1/4"POWERS TAPPER+W/ ;48 1S.5'15.5" 6.5' 6.5' 15.5"10.5"110.5"14.0"14.0" 10.5" 6.0" 6.0' MIN THREAD PENETRATION 62 16.0"16,0" 8.5" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5" 3.5" 3.5" 9.5" `a a 1-1/4"EMBED 6 " 5" 4.�" 2.0" 5" B. S. 4.5 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"I6.0" 4,5" 4.5" 15.0"14,0"12,5" 3.0" 3.0" 7.5" W w c m 3 � � 72 10.5"10.5" 4.0" 9.0" 6.0" 110 16.0"16.0" 4.5" 4.0" 73.5"14.0"12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" u _7 110 5.5" 5.5" ^ 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.D" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" m O u �� 200 ,"'i, 7/16-WOOD BUSHING WITH 48 16.0"16.0" 9.5" 9.5" 16,0"13.0"13,0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" �W e 3 m X12 SMS W/2"EY t ALL 48 16.0"16.0" B.5" 8.5" 16.0"13.0"13.0" 5.0" S,0" 12.5" 7.5" 7.5" 3,0" 3.0 4.5 - 1.13'MIN EMBED&1/4-20 62 14,5"14.5" 6.5" 6.0" 14.5" 9.5' 10.0" 4.0" 3.S' 6.S' S.5" S.0" 2.S_ 2,0" 3.0" O ARMOR INSET Y 1-1/4° 62 14.5"14.5" 6.0" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0 4.5 3.0 �j SS MACHINE SCREW 72 12.5"12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5' 3.0" 4.5" 4.5" 3.5" 2.0' 2.0" ¢ EMBED 72 12,5"32.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" 1 O �A�mnO 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" 4.0" 4.0" 3,5" 3.5" 3.0" 0o P''�� 200 3.5" 3.0" 3.5" 3.0" 3-5" 3.0" .. 3.5" 3.0" 3.5" 3.0" 3 g14 SMS,C14 WOOD SCREW 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" 6.5" 8.0" 16.0"16.0"I6.0" 5.0" 5.0" 32.0" ORI/4"POWERS TAPPER+g WITH 1-3/4" IN THREAD 62 16.0"16.0" "-a', b.0" 6.0" 16,0"13.5"12.5" 4.0" 3,5" 7." 5' 5' ANCHOR SCHEDULE: w ti 9 LE: GR®U'1-FILLED CONCRETE BLOCK PENETRATION' 72 16.0"16.0" 8.0" 7.5" 16.0"36,0"16.0" 5.0" 5.0" 12.0"11.5" 0"10. 3.5" 3,0" 6.0 9.0" 7. 2.5" 2.5" 4.5" 1 k • 200 9.0" 7.5" 2.5" 2.5" 4.S" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 4'MIN EDGE DISTANCE 66 G Spans Up To 6'-0" Spans Up To W-8" Spans Up To 13'-0" LOAD CONN TYPE CONN TYPE CONN TYPE z ANCHOR ('Psf) Cl 04 CS C1 C2 C3 CA CS C1 C2 C3 C4 CS p� nu ,e ��++ /� p� ^�I C, O m 3 5/16"ITYTAPCON XLW/ 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0-116.0"16.0"116.0"16.0"110.5' AIV��®�SCHEDULE: (L7�Vv`4�� �CI?• -' Z f m LL g 2-1/4"MIN.EMBED 62 16.0"16.0"16.0"16.0"16.0"36.0"16.0"12.5"11.5"16,0" 16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE e 72 16.0"16.0"16.0"15.5"'16.0"16.0"16.0"110.5"19.5" 15.5"14.5'12.5" 6.5" 5.5" 8.0" rj Spans Up To 6-0" Spans Up To B'-8" Spans UD To 13'-0" cid Y R 110 16.0"16.0"10.0" 9.0" 14.0"14.5 f2.S' 6.5" 5.5' 7.5" 12.0"10.0" S.5" 4.5" 6.0" �� LOAD CONN TYPE CONN TYPE CONNTYPE I cT y - - O ANCHOR (Psf) ow 0 0 200 12.0"10.0" S.S' 4.5" 6.0" 32.0"10.0" 5.5" 4.S' 6.0" 12.0"10.0" 5.5" 4.5" 6.0" s C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 CZ C3 C4 CS c p m 'J` 5/16'ELCO ULTRACON W/ 48 16A"16.0"13,5"13.5"16.0"16.0"16.0" 8.0" 7.5' 16.0" 9.5" 9.5" 6.0" 1/4-LAG SCREW WITH 1-3/4" 48 16.0"16.0" 9.0" 9.0" 16.0"16,0"16.0" 6.0" 5.5" 16.0"16.0"16.0"13.5" 3.5' 10,0" 3 B IJwru 2-1/4"MIN.EMBED 62 16,0"16.0" 9.5" B.5" 16.0"12.0"12.5" 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16,0" 6.5" 6.5" 16.0"16,0"16.0" 4.5" 4,0" 13.5"11.5"10.5" 2.5" 2.5" 6.0" a g 5 3 72_16_0"16.0_ 7.5" 7.0" 14,0" 9.S" 9.5" 6.0" S. 72 16.0"SG.O" 5.5" 5.5" 16.0"36.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2,0" 5.0" a ri 0 3 j 110 8.5" 8.5" 5.0" 5.5" d ' 110 15.0"14.5' 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" m g $ 200 a 200 7,5" 6.0" 2.0" 4.0" 7.5" 6,0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" T` ' o L9 IL4r���9', RE B 6 0"1 0" 9.5" 9.5" 16.0"16.0"36.0" 6.0" 5.5" 16.0"111.0" 2"MIN EDGE DISTANCE o ;E14 SMS,s14 WOOD SCREW 4 1 6. 11.5" 3.5" 35' 7.0" C3 CZ C3 OL CS CL C2 C3 C4 CS C1 C2 C3 C4 C5 0 ORIPOWERS TAPPER+ 62 16,0"16.0" 7.0" 6.5 16.0"14.0"15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2,5" 4,5" _ _ WITH 1-3/4°MIN THREAD #12 SMS W/2"EYEWALL 98 16.D"16.0"10.5"10.5"16.0"16.0"16.0" 6.5" 6.5' 16.0"12.5'12.5' 4.0" 3.5" 7.5" 3 PENETRATION 72 16A"16.0 5.5 5.5 16.0 11.0 11,5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" 3.S' ARMOR INSERT W/2"EMBEO 62 36.0"16.0" 7.5" J.5" 16.0"11-53,116.01,15.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5.0" 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.5" 72 16.0 16.0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" b.5" 4.0" 200 5.0" 4.5" 2.0" 2,5" 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2,5" m 110 11.5"11.5" 4.0 3.5 7.0" 7.0" 6.0" a «m 200 6.0" 5.0" 3.0'__ 6.0" 5.0" 3.0" 6,0" 5,0" 3.0" 4 op - - fill ANCHOR NOTES;SEE SHEET ODPYIUGILI FRRM(L BDDwDOP1'. 10 FOR ANCHOR NOTES. 15_233$ SCALE; PAGE DESCRIPTION 9�3 $ I tKKliltlltlq , ROUND V✓INDOW ASSEMBLY \ Q RDION 12"MIN FROM 4/� EDGE OF ACCOEDGEOFACCORDION S SHUTTER BLADES EDGE OF SHUTTER, v - TOP OR BOTTOM 1 SHUTTER BLADES a�'� _ 0.125 {}oazs^ Ir L9ST OF ; "0.032" 0.032-f� � }� .•\���^ 4ZZ_ xn•m 0.196"�/- �•� O k 4//� pL� \\\^ 45° i 1I X00 X'u Tw p 2.875"0 HOLE TO RECEIVE ROUND3.5"MINS wWINDOW ASSEMBLY TYPICAL m Z W E ♦ W " 2.875"0 HOLE(TO RECEIVE 3 LL 3 u f2 02.875" {T-0.188 N K in 03.250° ROUND WINDOW ASSEMBLY) c w P: MAXIMUM OF 3 WINDOWS LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE �O� A N.T.S. SABICPLASTICS SLX1431T-UL-94H6 Z- Z LIGHT-N-VIEW WINDOW a 'J ROUND WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV gg n m _ I 12"MIN FROM , " m EDGE OF SHUTTER, EDGE OF ACCORDION y��o¢m _ TqP OR BOTTOM SHUTTER BLADES y RECTANGULAR rr�?m VJI(TDOW ASSEMBLY U 1 BLADE W1 ROUND WINDOW \� FD ' EDGE OF ACCORDION 13 N.T.S. EXTERIOR ELEV D ( Q m SHUTTER BLADES D D D 43 0.145-@ 1.210" 0.145' c TYPICAL D D D !!!wQQQ a O O11 LLO 0 1.500'x 6.000°JOLE(TO Ly a� RECEIVE RECTANGULAR MX o WINDOW ASSEMBLY) m 1.500°x 6.000"HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS .161° PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) N _m •093" RECTANGULAR WINDOW QOo 0 13 N.T.S. EXTERIOR ELEV `D ^ --i .118" DTA. -- i��m� _- ----_ +--- 3.5'MIN. RECTANGULAR WINDOW A (EXT.) RECTANGULAR WINDOW NOTES: s@ ASSEMBLY 145" 1. THE RECTANGULAR WINDOW SHOWN IN s y �+ TYPICAL -T 5/13 IS MADE FROM GE XLIO LEXAN WITH n Lp 0.355° p r 0.075"MINIMUM THICKNESS. a o r i f 2. FRAME FOR RECTANGULAR WINDOW MAY 3�wS 333 r / / BE NYLON 6 OR POLYCARBONATE WITH A •8 I: l i 0.145' i/ MINIMUM THICKNESS OF 0.161".ATTACH camRNRLNrmuea wom TO BLADE WITH(6)B4 SS SCREWS OR 15-2338 1 I1.856° -0.177" SECTION A-A.355' BOLTS WITH NUTS. _ n LJ seAle: - � A ➢AG¢0¢SCRIPTION: € 4 BLADE W RECT. WINDOW s RECTANGULAR WINDOW n 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV S� d