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HomeMy WebLinkAboutProduct Approval virw C- • w Basiness& o ° " ® r .:_ BCIS Home i Log In i User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us �, BCIS Site Map I Links I Y Search FI da t "s Product Approval File Copy "V USER:Public User _ jj'' - Product Approval Menu>Product or Application Search>BpDllcation Llst>Application Detail FL# FL13757-R7 REVIEWED F EIVED Application Type Revision gg��/A� Code Version 2020 CODE C®iE PLI OEo21 Application Status Approved ST. CIC C 0, i i partment G 9 Comments B®CC Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R7 COI INDEP123.pdf Referenced Standard and Year(of Standard) standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R7 EoMLv E UIV123.pff t Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R7 II DWGI.pdf 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/A Evaluation Reports other:See installation drawings for allowable span/pressure F413757 R7 AE EVALI.pd combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R7 II DWG2.pdf 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/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R7 AE EVAL2.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R7 II DWG3.plf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R7 AE EVAL3.pdf anchorage,etc. Created by Independent Third Party:Yes Sack 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::Accesslbillty 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 click ere. Product Approval Accepts: W-1 RN __ Credit Card Safe ` e � ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT August 8'",2020 Application Number: FL13757.1-R7 EX Project Number: 20-26156 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 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 61 G20-3.005, 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 Seventh Edition(2020) 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#20-26156 titled"6.8 Accordion Shutter',sheets 1-14, 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(signed and sealed by Vinu J.Abraham, PE) by Hurricane Test Laboratory LLC(HTL)and test report#98-016(signed by George Dotzler) 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(signed and sealed by Vinu J.Abraham, PE)by Hurricane Test Laboratory LLC(HTL) and test report#03-024(signed and sealed by Yamil G. Kuri, PE)by Construction Testing Corporation (CTC). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM : �1 ENGINEERING 1K EXPRESZ`___"` Page 2 of 2 TOWN & COUNTRY INDUSTRIES - 6.8 ACCORDION SHUTTER 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. 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 schedule(s)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 Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: 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 products 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-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, 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). Respectfully, ......111r,,, ."'9611 OF 08112/2"i`+iSSlONAL Frank Bennardo,PE ENGINEERING EXPRESS® #PE0046549 1 Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 (866) 396-9999 TEAM@ENGINEERING EXPRESS.COM ENGINEERING EXPRESS.COM 6.8 ACCORDION SHUTTER '._ Bennare 7 LANK DENN�DO.PE s"'+ PEP ON6549 CAME Frank Bernardo " Date:2020.08.12 FOR USE WITHIN AND OUTSIDE THE HVHZ `••,. zrzl 11-oa'oo+ TABLE 1 TABLE 2 MINIMUM SEPARATION FROM GLASS _ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 NON-HVHZ C9 c N FOR USE WITHIN THE HVHZ FOR USEwrrA THE HVHZ ALLOWABLE SPAN SEE NOTE 3BELOW I pp HVHZ HVHZ MINIMUM SEPARATION SCHEDULE ., ' ~M s E POSITIVE POsMVEWIND HVF¢ FROM GLASS I NON-HVHZ �N�ROMSGLAS6TION If) u1F,m S0 WIND LOAD LOAD WITH POSITIVE DESIGN WRH CENTERMATES WIND LOAD DESIGN SHUTTER I POSITIVE LlJ CQ c 7[L In INSTALLATIONS INSTALLATIONS DESIGN SHUTTER• LU N R UWHA7E x9 ALL PRESSURE SPAN 53W ABOVE >39ABOVE NEGATIVE W'� INSTALLATIONS��E INSTALLATIONS zr7, 0 S- u LOAD(PS DESIGN PRESSURE SPAN Z I i W W V O 4 CONDDLUNIONS•' (PSF) GRADE GRADE LOAD LOAD O �� I GRADE �GRADE `a OR]1 8 1+ III u'S O J 29.3 156' S.7' 3.5' (PSF) CONDITIONS" 69' 3.1' 1.1' OL m 23.1 1W 1S6' 15V ZXI irNSou 25.0 151• 156" 156' 99".._. 3OP' -..._1.1-- i 50.0 156' 30 B9' 3.1" 1.4' W'++�V,y W ®� 30.0 147' 151r 156• 30 1.s 55.0 155' 120' 3,1• 1.9' �1 3'I+L z 350 142' i5D' 158' 80,0 14B' 158' S.8' 35' 1( W ILL V w 40.0 137' 143' - - - --- 165D8" S3..T0'� 31..51" I 6gl6 . 1.1' 41 ' O W 7 ID O0 1-- 9D• 3.0• 1.6" 75.0 131, 1W' 3.1- 50.0 129" 13r 1ST 40 -- 55.0 12r 134" 155' 40 108' 3.0' 1.6' _ 80.0 12r 12P 3.1' 2Y Gov 124" 131" 148' 12W 3.P 22' 85.0 125' 1 13T 5.8' 2.r 132" 5.7" 129" 143 - - -- 2.9' - 90.0 121• 17058'" _f-- 35...81'' _4.3" 70.0 119 _ 128 -137; 145" 5.7' 3.5 95.0 116' 60 1.1" 75.0 T' 100.0 115• 1T Wr -124' 1 ' 80.0 11S 12 12W RR 3.0• 1.T 105.0 112l S0 29 85.0 113 12r 125' 50 10 3.0' 2.0" 110.0 110• - 25' N 90.0 11a•' 118• 121, 120• 3.0' 2.V 115.0 10T 1324 .__ 6.8" ... _ 3.1"___ fl5.0 110" 117" 118" 137' 57 3.5• 120.0 10Y - 158' 1 5.8• 5.2" F S c 5 00• r57 3.0" 1.2" 125.0 103" =G e 0 m 100:0-- -1IN" ---- 11S' _- --11s' - 60" 3.1" 1.1• m I21Y O rvl 105.0 tOT- ----11T 11T 60 99' 7.0' 1.9• 135.0 for 99" 3.1' i.B' p11§ m 110.0 10a• 119• 119' 108• 3.0• 22' 135.0 99 60 ! 108• 3.1' 21' HIE d i i4 115.0 fOS' tOT 107• 131' 1 3.S' 140.0 95' 120, 3.1• 27" -E U 4 120.0 Tor I IDS' 105' �" 3'0 1 150.0 8p- 168' S.8' S.0' ppm F 125.0 - - 103, 70 3.0' 3.1' 1.1' 9 �w 130.0 - - 101• 9T 31" I 2.0' Two as, a4• 3.1' 1.1 3 0 135.0 - 99• 12V S.T 3S 160.0 By TO 9T 3.1" 1Ar c S N 140.0 SS 90• 3.T 1.2• 105.6 81" 120' 1 3.1• 3.0' _w '+ IC 145.0 - or B0 84" 3.0 1.T I 170.0 T8' 13T I 59" 4.5• d 150.0 99' 3.9' 2.3' 175,0_ _ _To' _ 60" 3.1" 155.0 - - 86' 118, 3.5" 3.5' iB0.0 - 74' 84" 3.1' 160.0 - - BT 60' 3.R 1.3' 185.0 7T 90 99•� 3.1• 22' L n _1S5.0 .__ _- - 81•- 110 84 3.0' 1.9' 1BOA -_-70• 720' 3.T 3.6' .-._. E 170.0 - - 7a' __BD" 3.9'..-__.._ ?_�__._. 195.0 68' 121" 5.8" 3.r 175.0 _ _ _-_ 76' _ 110' 3.3" 3.3' 2DOD 60' 6p' 3.1' 12' 180A - 1. 60' 3.P 1.3' FOR BUIOOUi MOUNT MAXIMUM 110 84' 3.1 1.- I _ I a .§ 185.0 7Y 12D 8r' 3.0' 1.8' 8Y 3.r zS_ •"Im wio g g i - SPANS AND PRESSURES,SEE T 190.0 105, 3.1• 3.1• TABLE C ON SHEET 6/13 110" 3.3• 33-100.0 - 6BFOR BUI ROUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE �" 1• L2•200.0 - 88° 89" 3_" __ •TABLE C ON SHEET 6/13 12fl `- -- --- -- ---5 3.1" r .2 I 105' 3.1' 3.0' a 5!�1�Ufa EIS. TABLE 1 AND 2 NOTES: - - -�- -- TABLE 3 AND 4 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND COUNTY FLORIDA. BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN to I' � SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. Ii01 ~gP 3. SEPARATION FROM GLAZING IS NOT �L REQUIRED 1 IN WIND ZONES -3 UNLESS LOCNL gg u 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND '` MUNICIPALITY ADOPTS ADDITIONAL CRITERIA. OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 1,(] 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER B IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR 05TTQ0RFPAKKLQILR41470 PE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. 20-26156 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS _ AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE (j 1♦ BETWEEN THOSE INDICAT ABOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER SCALE:SCALE:ED HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN , SPAN SHALL BE USED. �- -- --------- - PAGE DES ON, gg PRESSURES ARE AWAY FROM THE HOST STRUCTURE. VISIT ECALC.10/26156 x 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT FOR WE SPEC:FI[DEIMTKINS PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION 3YOREINFDfANiICN A90LR TW600[UYERT I OR n+ MAR ls OR[ocE ^ THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL v159ENGR1 R_* SS,[PW6To8A BE USED. FORpOI)MONAL PLANS,REPORTS&RESODN[ES - MEirl)0,PE 6549 G➢9E89 anOF-- z_ �[P, wC01 $0 GENEB_4 NOTES: LU[I) LLN LL 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VAR1'S - Nr "4•.� Z4,w1j U CODE SEVENTH EDITION(2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE f--------- - -- ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE oL m z (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D".SEE PRODUCT EVALUATION REPORT FOR MORE I Z>C 0 , w b INFORMATION. it WLU oN�� Sc CT_�N zw 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 03 wW ®� e DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �- ----- --_- _ ---_ _ );!n TRACK (1 to 3 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA G BUILDING CODE SHALL BE LESS THAN ORE QUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE ! ii ,I it II �� II i li eI % �m CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3� TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201 202/203 AND ASTM E1886�E1996/E330. I - 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.; R 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQpUIRED FOR ALL WIND 20NE5,1N ACCORDANCE WITH ASTM E1996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL W` i1 '� l I� I i� •I I ' I I' CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a I I I I II �I I Ii Ii I PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE f 'i ! I � ! ! m•++y DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR (I 8 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd Y G + II I, II , II 1� ,i I• I y 11 a o 0.85 SHALL BE USED. I + Ij B, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC :.7'-' i.I I II I i SITE. h J i ozm 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL I I I ij O ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME { I III - II �) u T PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15II OF THE FLORIDA ADMINISTRATIVE CODE. 6I 6 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w I I l j� ;' 'I `- E 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR � c 5 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM .j �� 11 � I ; �� r• � ¢ THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ie 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIdNED,DATED AND _ '� I i_ Ll I ti �� II �� '.' SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE --.- L ___�' ._- B�iT TOM PACK '- DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 1.1 a 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: E TOWN&COUNTRY INDUSTRIES i�CKING MF C.ANiSM 5LE__ FORT LAUDERDALE FL TYPICAL !'LAN V_GWS 9LB MISSILE LEVEL D-ASTM E1986,E1996&E330 - ��N •.,,,,K■ TAS 201,202&203 FLORIDA PRODUCT APPROVAL NUMBER . 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TY I CAL ACCOR I'I ON $ i •9 6g K.S.I. C__; '[_: u 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A :U !T`_R VA.: �I MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. N T.S. 4 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR § BOX LOCK AT CENTER OR SIDE CLOSURE. @� so 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. y (g'$�9 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. ' uml 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. r elm ol li q 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. z ta.aim P �R 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CU OMIRMLMAMIMPE ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 20-26156 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE, - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN M LP,,F t_uanoN; PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND GATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST UTTER STRUCTURE. MAY BE INSTALLED WITH TO()ADDITIONAL BLADES OFF SLACK 23. SHUTTER UP _ 54 FlIMSR 8MOD pC nk 0016549 CAXbBas 071." 1994" 4.674' �AX -2 R 3 613 125" 997', 825L_ 3, G9 195­ RT 195" -.19b" 3 1.096 , N !I i , _; r4 w A C621, 52i ===� �:. L r 2-1 w ,,­j ENE,u: 2 301' 1 wl� o 'm 20 2 1 0 .062 L200"62" .633'! I ' -8 —"" -4 Z rr u ,4 -,2 97 0954 'T.7 095 .971"! _23PW 0­ 1. 0­ 170 _L2q_1_)L z x ;-- 3AI0., In MAX 5-7 X. WLU WK jl�W q CU WA'�_-_ ",,_=Wvy -L �:TE 2-LnG (DL;AVY Si -7- -ArE _ p-.i S'_��A S,Z SCAI E t1ALf SIZE' SCALE iALI.S!lr SCALE ItA!.f SIZE SCALE SCALE "Al P Sf?T HAL�SIZE W ID W!_I L Op 71 -IR, SIHOWN SCREW BOSS & FELT GROVES ARE t.ONA-' ON A P.X_.-RUSIONS 2 65S" .........LR25md 2 .085' I o R �7 , rnU m'-f -L� - �j .1 v , 89 i L1 0i T "S! Typ 6pi, u_4 82,�- _. Liw ! 7 - NDE P0 GS P PxIU .) S111. 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JL_JI W A u k _ 5- MAX , 1 TYP AT EV?i2Y OTncR 0 RI_Ct_SS SI%L — hOR USE WITH INSIDE JUINT AT TOP, B-T�• J]I 8 eV'7} WfUI o x��a i9 ANG'_ _ SCA-`�I-A:,'SIZE ANC 3�L 0\LY CY_S1:R-$OL103RASS.111MS FLATLO Z��Is Sa >� 22 R01-�rR ASS_VB_,,Y II0u51NG-ZS-DICASiPOWO:RCOA=° Ur P: srnte HAI r-s1/E S_I0E rtCJ SCA_C:hAC:F'SIZ'* $m wz �1 - NCTf-NAY OF RFY OPFRAff❑OUTSIDF 011 ThllYfi p SCAB I1ALf SZE i URN OPERATED INSIDE. zI NYLON WASHL.1 N Y r r y\BRASS pUS= OCK ;0 6 WYi ON FSUSMNCS -- i - -- : 3 LL l7 O-TIO\AL) SCALE,rA!F 5 Z_ In yz y CUTER SCREW ANY 41 d �, SS(ANY LENG-rl/IIC AC 276'!!--��� Off• / - -- - -- - 2_L 05'•___ ---- I STYLE) T-j.tl I I 'r' .t:UU' - y/ $ , ` TV.ULRnCO'FE COA�'NG �, `"- NSCIRTS 062'N _ SLS N'O 2.2=0' m 7 RACK (I vi> 10.9HO I ON) I / 'k I n ._ �_.100 -NYLCN 3VSII;NG W/WAS''=R: I .250� 125I 7/16'0 x t/2"C&IN.ERIOR;OINT'OP L_,--.. _ I I p 224' _ _ yE� �` 7/16"0 x [l IN-PRIOR..U:NI HOTT"ON - \- \_�--"a-�� -_-.___...__Jy P C.TIIERCANBEUSL6ON'EXTERIDR C 3CX ChNIFIt INSC.RI �/ i 26 Pn :1 nLl s1zF mg o C2I Si :NC ASSCVH:Y D_TA.'1_ _- i0" �/ 125'• o,D 4 0- 2 J ---- 27 RN1nG nF2u 28 C04A VL ,.0OR (RACK h�o_ m SCA:__: ALF 5 E-: _ _ _.. 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I` � 1m 20-26156 TYP. - 31 T^SCR VJ ItiSER_T -+` POWER COATED,ZINC Cl,'-CAST - IM1 ,� ,� SO• / --- - --i SCA_E .LJ'_L SIZE -_ .a —T N 5[plE: r �4D0 E CRvrN: DF'L A VQ 2022 T- O„K ADA :Ln 54' INOLSIR AL SY1 AS 7cL 1, "ter -130X OCK SEA--L" HA_F SIZE C3 3S SCALP.:".A:F s; c 39 7_X7 ,� �l__�.,--,_.i� 2" 3" XT � L- CALK:HALF SIZE o• SCALc, HALT`SIZS FRANK OENNARDO PE -N PEO 004W9 CA0988S EDGE—_,_ X-S- CLASS -AST.ENER P 1,13"O.0 (XIS-ING GLASS— EDGE DIST P -.OW14 !,NSAE11C Y ANCHOR SI DIST. OR SI-MCII-i-2). Ij Jill YC 7-77 E EM BE AL .-) (IN -RIOR) . Z)::ANELF WEED] 10' ALT. q CT'ON DE. (INTERIOR) Is 0 062"THICK 6 1-76 ALUM ANGLE I" Em ul EDGE4_1 0 2"x 5"MAX.(ANQ-E LEG 33 f 1. 19,2�1' -7 Iij,01 .:6gs. DIET. -29 Ay BE RLVrRSEDI 30 4-11 1 WLII U S08 i 3B !AS-ENER P IS"0- (LSE ANY 13 73 1_1 29b ANCHOR SHOWN N ANCHOR 21 .3 69'� Z' 13 13 13 (9 �1 I 13 S,ht_OJJLE.I"MIN zt.)G[CIS rANCfl TO wLui r.4. 1,'2�1/2"GALV NIZED BOTTOM 1/&-20 THJMBSCREW., (EX-ERIOR) 680hj I!- IA INTO CENTFRMATES I TO OR S S.SVIS.3/6­0 ALUM 2/3 SH'ITI LR SPAN E,r:V)N(-,HcI 0. -/4-20xj 711.;MBSCREW INTO POP RIVET,OR 114-20 Si IA!I BE Va.. LLJ W 0 (EXTERIOR) !,,.READ-.D IiU�.E-L.CCATED-P MACHINE BOLT&NUT I'.A X' 10 NO Lu ri /3 SPAN TC 2/3 SPAN FROM Ia.-0 _0 I"!Ac;: TYP CAL P!-AN VIEW BOTTOM OF S'IUTT'FIR FOR BLACES VULT!!L� SH U! R ASS E,,A BLY SCALE_3"zv- '-3" E ;'WO' 'UMBSCREWS SCA_E�T. 1. 0..8 USE UN 8LAU!3S W-3",ON, (.)1/3 SIAN ILOCKINC�OF A Lc;rrR' AND ON, AT 2/3 SPAN FROM DOT I OM CENT�R MATES OF BLADE,TYPICAL FOR LOCKING S USZ-01)BRASS PUSH LOCO 0 , ���_C'" SHOWN ON PAN'101', VPq SHUT T: S,A BRA r. DETAILS )v'5/16_i8 rtIUMB_Z 0 1 17�f '' A S 9;�S S WH FN.U S,fi WIT r I M Y B R U-S r I I U US I C 71 SPAN L-N RMAt­ 2 H:IWN R LIVING 4T H 0 F'13 �'-4 -'-OP THUMB SCRr',/MAY BE -1/16.. FOR MAX SPAN M1101 UOTTU U�SHU'T'N OIL- SHAL! 0�.LOD.M OR 30ICri �SIK ED RECF,VMIN6 I-OL' BE 3/8..MAX Ic up :0 bbgll 30 v m 0 EN RIP JUS__APPROPRIA-F -SCHEDULE STARTYR S-R,P G F AP_ PROVOF CLOSUNr FOR RIO(2 2 7 BJ!LaNG CONPPiONS. .9 13 12 100" 23 (INS( Fat FASTEN S-ART=R 'TR 11P TO TRACK W1 82 SIRI 2/4 SCREWS "j- 3'B/b(4 7w) 02 SCAL" 3" 1'-0" AT CORNER @ (HAND-T'lFjHTEN ONLY1 ANY TRACK ALT.B r /0 2 52 WISZREW 8CSSES. 4 n 104" 45 EXISTING 51-AS ij. o.at;3" 87" a 7 57 ANGLE 300 3S 16-18 r!4U4MB :,.,(,1),,BRASS PUSH LOCK (INSIDE) USE B R1155 P 4E 5 ?i'� OR US 5116�41H 8gga OCK OR 30 13 �NF�Ewl �:'A 1/3 , RIAN 2'xT -0�/:t OA Rpm T' ED -N--a- I !�! "I jil A, 113 SPAN 10 21- XO_12Y BOTTOM OF U,_,CR SPAN!;RDH 00-TOM C' 0UTSjj)F.) ANGLE Y, _2� 6 SHLTTER.R IV ING SHALL /a'MWW3,11.i,UP 70 1.. jig HIDGI-1 9 r 3 Ia- 7_L<13 0 —2'xlr 83 7'�­(A'_ 'S .0125' CC,-RNr'-R COS.. OF ; 35 E6 L;7S, 20 ANGLE 0 DE--A;i.S VIO/CORNER POST 13 -NTS 3 P 15 13 ._7R 114, 3 DE) SCALE:-26156 1 r -alp-npm MR MMTER SPANS OR LOADS --USE 11)BOX LOCK At IIJ p SPAN TO 2/3 S'ANFROH SCER5DULE.END STRIPS REQUIRE A 30TTOM OF SriU7T"3 I.M.Mw CLIP ANGLE MID SPAN C A�tiIVSINGANYAN ORONTH NCHOR SCM!?IDUI_r A t 14xE3j4m TEK YULTpt;: S1jU'_TER ASSEVEILY )z-I AILS VVOICOHNER POS I SCREW OR 114-20 BOLT TO END .1 .- . I j Lo STRIP. SCALE. 3"-T-O" PRANKBENNABW PE 'N 2=ASTLNFRS A-UM. TJ-3E PEP 8016519 CAP91385 6063 T6 AL CY C2 CON'NEC-ION EAC'-ANGLE SEF -_A-3i_E��-OR S17F R,- - EXIS TING RUNC-ANCHOR T�'OLI.E FOR MAX STRUCTURE .____A A15- 1" 2"x 1/8" SPACING C;, CCI�1.�CC�T�ON TYPE 1/4 20 VAC'010:SOLF ORIr N y W/NLIT CM 12"0_- OR X AN HOR ALUM ANGLE R c�q:uul !-CR MAX 4 14 SMS 0 0 S 1,�RFE 3/16"0 13 ALUM SPAC NC: [rYP.Top&BOTTOM! IN PCP RIVETS 4`� z Lu n H OR 173/ AL IHRU . . 1: ,�4 BUL 0 16-0 ALL:M '�OP CONN�cTx),N E Tllll�� IP12 SMS. fN 1 5 0 RIVE�OR 4112 SMS RF'LR-NCt"ANCHOR Fj W ffl Sc T T LLI A(co) .S P'ACING Wd P lu O.L (I Y'l OULE FOR MAX IR/ PRESSI�VSALLOWAEULENGTH C.u MAY ISE MALE OR N. Cry! rxrx 3X3*XJtr EMAL1,-ULK-SLA!) ,Ij �11AWTIl �j, 0 v L9 V'l) 0 19 62 Zi L A,,SS LL : No stv 'P'Ps, zx 2:5 � WJU �NB IR I - X tn OCC3 L�qA�, C 'T-TAI'-S \IiJ 02 119, N7,S 0 uJ ALLOWABLE SPAN Llr Cl SCHEDULE FOR All F. - : ", —— C) A L T F R N A 7E 7 1 iR J uxLDoLrrma NT� (')ZR B(CC4) SO:T .0 C5 CCNNECT'�0'4 Tv:[ I (DrrAn-F)U LENGTH In I 'r, 97- 131" VS ALLOWABLE RLI­LRLNLF ANL­.011 MAX JS�%Ttj DESIGN 1/1.' MAX.=ROM PIN m V PSF Gi 40r SCHEDULE FOR MAX. cl CONNECPUN L ttt SPAN PRESSURE -E RENCE ANCHOR1 WcScr ru 3iS-ING 113' 166" 3251N. */3D.2PSFISClEOjLE FOR M fiR(TYP) 72 ior-tsr P31.1 0 lam ff-3 II; P 0===_rjlj P 82 11 �4-r 15— ...4 t);i IN. .7 Hi.i�11—Z, /-3 ­1 x /4"SMS P Q! 2"x 2"..125" 210IN I 1121N.W-33.6 PSF ANGLE TO_USr CONNEC I ION 90" IN G EMB-L) 3 T6ALUfl- 'US- 107 IN.1.1-35.2 PSF K-66 'Br BLOCK __C5 CONINECTICN TYPE WOCC)FRAMING RFFFR;-.N,F ANCHOR SCI S_)U;V FOR MAX I-1/2* MN FCR CONCR17C 201 IN.��-37_1,P�ll -Mr SPACING CR 131-Ock AND 312 N 1 5 IN. FOR vlolol� 1 95 IN. Ob 11C, 3J J,' QLJ 7 f�Q�N- SI(JION --AS IL N ER',@ 18-O.C. 9W2 IN 0.9 PSF SCALE:3'-V-0" G I ILSE ANY ANCHOR SHOWN Iq..!.1-42.3 PSF 1.4 WNC N 9F HOR SCH;OULE)- ;14iA 83 IN. •.41-45A PSF Jr Eu IN. WAS-SPSF Ir 78 IN. J+/A PSF F9 74 IN. j*SO.9PSF 1111,RIVET OF?I,I2 72:& 41-52.3 PSF 7'x 0- B, 70 N. 1.1-53.8 PSF APPLICABLE AT 70P XC30" ALUM _B /4-1 LT YP. f? 1 11 FIN +11-51.4 PSF OTTC�fj j, 6*0 ALLF, PQ� _S'OP /I F Z�Oyll ALUM tjEC IV ET OR..12 SMS OR :T.YP.) 6063-7.6'ALLOY K."u4b;ull 2"x 3"x Y�"x S. rbu,c 9 2' 5" 1/8" 1 CONTINUOUS OR 2"x I. AST �N �s rw FIR VIN. 3i. Ll 0 2"x Y.*x CONTINUOUS EACH ANGLE 7 'ASS !f ALI CONTINUOUS 2 V* 2" .093', 111111 1,ANGLE '101 TO L 6061-T6 ALUMIN 6 ALUM 01 A, C�mm L I rl . ' 1063-T .�—I- 7(R_�E 3/15"0 ALUM GLASS ANCUME -1 ANCLE.TYP P 5 OR77 I Z_ I I I V1 R--'012 SMS.TYP T (!NSDE�' Y I 17 G P, OR o�P9 A 0 0 P R L U 0 0 U'�U 'ANGLE A�ANCL L A"0 'Y 17 0�1 4 0.9"M3N.THICK 6061-T6 ANGLE FASnNlIl TO ii ALUM TRACK FASTENED ANGLE HOST TO ANGLE WITH 114-20 KSI 2- OR 2­x 7"9 1/8 E.ISTTN..� CONCRETE CRETE H ST USE MAL=OR F MAL= STRUCTURE WITH MACHINE SCREWS AT 3' 5 6 CZ CON;N:C7-ONCt­ Y.'O DRYALT ULTRACONS FROM R­ R�NCE AN (OR MILLENIUM MILLFAST FOR THE 9"O.C. 13 wxT I BALANCE 20-26156 ;r..,E D�,_c FOR MAX W.TaC ULTRACOTE)AT 3- 2-1/2'MIN.f FROM ENDS AND 4"O.C. EXISTING CONCRETE (OU FS01- E MOST STRUCTURE(3000 mA Pickc 1112 1/_2,GAL VAN171:L) FOR BALANCE WITH 1,Y4" afk PlFrION: OR SS SM%3/I 0�.A_LM MIN EMBEOMEnANDN2% PST MAIL_ , MIN EDGE.D STA CE: S - )E-AlS PC RIVET, R 1 1"10 SIDE C�OSUR� OPT ONS _f�:TAB C-94 ­x's AULUNLR, t. LE:FOR MAX SPAN 92 NIS MACHINE 30!�; &NUT SCALE 3" T-0- STAGGERED wrrH 3,MIN. AND�RESSLIRESj SPACING,TYP p 10..or BLOCK CR WOOD FRAMING �_DOU I MOUNT /;Zl SLlll�MMA-�S7.CPON SCAL�-N--S 'S_Al_!:,3".1'-0" 0 FTIANKBD.I/AADO PE CS COIJNcCIIOJJ TY'; pea OOa6sn9rAn40es iL=::HIi NC F.MU•OH EXISTING '•• SLa FO.iLE FOR MAX. Sr=U'C TLRE +` 0 _ SPACING--- -A on 0. _ __--__ 1/L_20 MACHINE BOLT GLASS -/�- n o 1--? CI ASS - --/1-__.._i .'w C1 CONNECTION TYPE 1 w/Nlli C.12"O.L.OR ... .K_ m REI-(:RENCE ANCI-OR anmt.,p OR DOOR OR DOOR—__,,,,,.]]7II��� �. t;' 1 19 I ly :;S c CE90!7 II1 t 'V b c SCHF.JU_E FOR MAX. 1 +-^„SMS CID 6"O.C. °^ i ¢w" i �L b o SPAL'VG I (TYP TO>S ACTTCM) 0 t0 N SEE'ESOv ,e-t3 N.,;r_O_ FOR FOR VIN) �. zu�. _;try. I�K,.m _� •, o' r. II SC:•,f.DU_ES X ('S-PARATIOIJ l7�W Y" ILr{�=�-�J.I '/L"-70 THRL DOLT W/ fi NIw 1112 x 1/2"SMS p-2"O.0 ;0,Ag X 7'? n -• r 1 Vr±,=Tv✓•J --r - , W J'f $S LOCK NUT a 12::O.C.OR -- s pppppppp 2 %'i OR 3/i6"6 ALUM.POP I� ¢L ¢¢ a N (�S�pR q/ { _- _�--__�_-_T �� ��J'1 U ;712x SMS(uT- N .__ p J Fla ALUM POP RIV ETS•(OR7/O,C 'I__..__ �{ J-JI.' io ""pR 'l ry JIrr W((�I CNe 11 CR fOR K.S. ;fl ¢ C/' 1 _ ui 116" OR ALum_ OL I POP e�c-�-.. Y—` t MAX FROM PIN �.J,SEE 0_9wJ { u.l�-W m L�L� Q 5OC^AAO\ IU a ti b 1.I f: IVE Is TO OLASS RIVET$ In AND OR IRZa AOLC IE�S O�RIVE.T$�'.-_ ��Z 6,t�9 1/L^MAX FROM PIN A�_SS'N3�...- RQ 0 �.-_--- 4 SC�e�J:iS CL'w;U�o T �6W- V / L. ..- - 1/2" -� 7 „U O„ 10 3::5-IRG F(Yt r'M 'V 7 i O9 ANDO .I i� Iqq,, GJICE'O 9115F'ING• �.�,J ..rF.f' 'I /� WAS,IER('YPi S;.PAiA OA j D5:10 `�•:¢�'�O 6 L I. WASPER(TYP I '.. { 11 � GLASS '— TO Q�S E vt 0"' WL ON J zw T P ASS MBLv._ _ I _ _l.. V N , t U W..w c i-.:'J2 7 1/2"TYP. EXIS 'NG CONCRETE, w{_ - C4 CCnn-C.'^.N TYPE DR DOOR- _ �� _ _ X ZIo z m / ;�y ®L� +I DLOf.K OR WOOD FRAMING _ :OGC. REFERENCE ANCHOR JI �� i a ._ ._ SC rIEDu;F FOR MAX. w` L -C3 CONN;CT!OV TYPE _J15,T a m Iv,� .'� CW / SPACING AS SHOWN 1 0 0 / OCLY RE "c RENCE ANCHOR I ppp ,i S C::E.61Ek FOR MAX -'C4 CONNi.Ci(C:V TYPI: M DIAGRAM ON PG.1G1 d RC'_RFNCF AN I-ICR SP ACINS AS SHOWN Y S- C"DULL FOR MAX. -_ „ 04 i! 3 CONK LOTION T1'�_ - 4 - - a - - -r --'-F 1�J r IN DIAGRAM ON�G 10) S�AC:NG FOR FAST-[cR o �R�QR R FCOU:_5 ANCHOR EXISTING CONCiRE'E, OCATIDN ROVT AY7 �' p -`* r�A•%'"+ L; SL.lE0:1:`FOR MAX. BACK ANCHORS NO RF O'C �_- I.-� C1 ' .1//."MAX FROM PIN N Rr 7 3LO.K OH WOOD FRAMING 1 7 1` r` /II SPA CINC A�.,FAST E VEIi WIT,--HIS OCATI:1\ C7 CONNL..,'OV TYPE )_- _.. W ;F R LOCATION RONT AND RF=ERE NCF.ANCI-!OR --/,•L WAS`:'_.T l: , BACK ANL ORS NOT RED", INSiD MOUNT S=C )ON s[ EouL'.=OR MAX. �!__• /4-MAX,FROM D -- -� WITH TFOS LOCATION SCAT E -0" SPACING------ CONNECTIONw X I�!_ PIN fiC10'TD �i--CS TYPE �BUSI IiNG WASI IrR I, I 1 REt=c iz ANCHOR usbD= MOUNT S=CTION z I'tt� -frra) O'SC-' ..- - - --(C-,- SPACIN,:_ FOR MAX lr I SCALE 3"- t' D I.___-......._..__._..... l-.X9STINGWOODOVCRf._F. ul' SPACING OR DETAILS A,B.p.AND OV THIS 5 IELI', { BLOCK 04 WOOD FRAMING CN3f 7. cC m BASE RACK MAY BE NSTA L D IN SECTIONS - o.' rI IWI ✓4 Gn�s,ProvlDF.or-In n[Psc[ ION As� Co 8U D OU=VV10:iNi S''C=.ON �?mY z / A -NI(-'LM Or-WO SL.S 0=ANC"ORS A•JJ IS A I!YP. aJ?TOJ•'4 IMIN,MLM OF 12' LONG ,'-E S,_L CR LE:L N:i TRACK EXIS IN^u CONCRETE, SCnL.- 0" U --' `USED Wil-H I'I!'_D�$E: A RCK`BUST B::CONTINUOUS BLOCK OR WOOD FRAMING 1- OV'R T EEN SEC TION !'-GAPS 3_TWS. _ F �- EXISTING CONCRHT E. - r- -r-- STR(IC.URE OG- 7'—.-' S 3 BLOCK OR W000'FRAMING --C4 CONNECTION TYPE C2 CONNECTION TYPL.L4/EX;RUSiDN ;/2 y v FMDED EMBE']. ----�• CCNN'SCTON TYPE wT`J//f I RFF-='-T°NCF ANCHOR _7 r-CS CONN_Gi!ON TYPE W/EX:RLiSION fJ1 R_F=RENC=ANCriOR ? ,-D. ' / i SC"'7UL =0R MAX RE-=Z_N;`ANCHOR SCIIL:CULE FUR MAX, ul 1- SPACING -- SCH=GULF FOR MAX L I '. __-_ ,' 15 16 ._.._ -. - 7I_.SPA V SPACING AS S-IOWN - - -�J.i�;,r��- j ' IN DIA(>R AM ON PC+.10) �I�-T..�T(• L G T- �" 11/2." a.RO 1/2 .1 T.S�y✓nE,.._; Ir JI r` R,I�� , GLASS -^I,__ I J 1 =C wL il: IL�n {•-1�'i OR COOK I 05aV I I 1 r I.1 C p o_ _ r'2 x 1/2"SMS a 12'• SO �.J_S -_.. 7ESICK w -i n I OR fC5 17 V. - Ir tt as U17: ag�._._J_: D C OR 3/16'0 ALUM I -h__ I.C N w CF1E)D;FS 1 1 1 13 b i_I C - olgl Ie. SEPARATION l' .� �� FOR FOR WA. D_'1n POP RIVETS a 6"D.0 TO�.d _ I II X o z m GLASS OR- SEPAItA 60� "-M--• i_z _ S 4 J11b j0: a fial�u1 €I O OR 1/L"0 A_uM POP p ¢" '¢ DCCR=- OC.ASS ---�^-• VrI�G G �` ^ Ni 1 SI:L OE9GJ 3 = T b a 8 -.I _. _ _{ R VETS a 12"D.0`` �. ..v _ Z 0'a QmI® °• GLASS C+i DL;:S=03 -z�,,, � y I�,n (( Xz!�'J i0 OR DOOR--_ A N'N. 1 '.I 9PARAt OV TO ryr�Ir---T(F� Y iiN z s —i MAT iI. _-STAiS -- 11 _ y r1 r '!,a r CANDC �I�� 112.. tvr. rnx rho"^ IN SCREW&nUT a IpC'r` {II .EiM ASSEMBLY I` 1/Z/� JWAS ifI TY-)Y� 12"0.[ - - I I�'- {�1 � ;P wns-+c--!t cTv ) _7 U. iC o{— ,.., 1/ MAx �D7✓•P'I p dL4' MnX FRCMP,N_ �I -t II ---04 CONNECTION IT­E n 11 i./2' WD 'O'a S,INu- ,S ..0 bU5..,�G w4_.G_ `"�j .. �&R(D WASI'=R(TYP.) WA51 TER ITYP; I OCk RFFERENCC ANCHOR S/ U 1IA t g e I 5 6- EXISTINz CONCR'';:, RIST SCI LOU.E FOR MAX. C2 GD`INLCiICN TYPE W/EX T2USION �2 �ppRpp�LevwtwPE BLOCK OR'WOOD :XIS IING LONER°-. -' -- SPACIN3 AS SHOWN - �-CS CONNECTION Tl'�C. '9/EX-,2USIDN #1 rRAMIVG OLOC<OR WOOD FRAMING- CONNFCRON TY�C IN DIAGRAM ON PG.'0) RErL9tNCk ANCnO,T 20-26156 N ^Q 3.R y_a._ ,I cREkE ANC TOR 5CH EOULE FOR MAX. CONNECTION T'L'= C12 x t/2"SMS a 12" SCJiFOULE FOR MAX. SPACING sCALEo = 60G3-TS ALUM ANG_E R'Fe1T:NCL ANCHOR C.L.OR 3/'6"IL ALUM SPCA-:ON A-RON- N _R -EXI$T:NL-CCTJCe2r iC 'eJ h5 EN V ESCRIPRO /5 SLRcOULE FOR,•'AX POP RIVETS Ca G"O.0 AND 3L'JC<OR WOOD FRAMING (MAY B-HFVFHStU BACK ANC-,ORS NO; REO'D AS SHOWN UASHF01—1... - SPACING or 1/4"0 ALUM P P WITFI NIS LOCATIDN la` RIV±`$a 12"O f. I O WALI=MOU`T 0 "QN C?L'NG f .NSID NQI - S_C ,Oti WA!__./©'Ji_D_CliT _ _ - --'- SC ------------- SCA_C:3" T-C" SCAI.I: 3'=1'-0" SEC_ION �+ SCALF 3'.l'-0" '1 K BEMiARDO,PE �I PEf.0046549 CA09US Sr[DESIGN 5C'!EDUi'S ILL CXIS T:NO O'ASS FOR FGR'AN_SCPARA'ICN-�-j �- T- Zo`;T n S:RJCTURC (-ALT.LE3 OREC TICN 00 CH- UG-ASS 12)6063.T6 AL:.MINUM W/NUT V I DOOR f jf S s,._ ANCLCS-ER BEAM ND. a 72"C..'.DR uaryt#p-R' 517E PER SPAN TUBE-7 i SCHEDULE IF 14 x 3/4" ti<j,j 111 L 1//"m ALL �f-L1-11- I 7 A C Z C PD.N-5 50LIO • AN' 6"D C SPAN TUBE SCHEDULE UI tD -� --�---.r g�I ,.,C O SL ANLoOHS C _ SPAN TUBE a 4.''7.!7/8"MIN.- /7 ._- _. NUMBER OF ay "'.' _. ) PL=R DESIGN ALLOWABLE TUBE NIRABER OF MINIMUM ANGLE Z v s. Xg._D..C,Ni rN -- k. 1 ANCHORS PER Wrt E X I� TUBE SHUTTER SPAN THRU-BOLTS LENGTH 11 % CONCRC C CR ACC:.SS HC'_E SC�::CUCE ANGLE F-M Ede 4 R rn i3L L'LK.3" SIZE SPAN wt1.1 _ ry ry � III DFACINC° I _ _.' -- - -�- TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM lQ �N a TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE L�(�I O U W I 1 ,-- >"I 60` 1738' 115.Y 2 2 2 3 4- T Z 1U Q t9 +� \__CO_ 'i• _,tell =Ci..'--.viF i�-I 3••M:N, _�._._ _`� }.. .1,7G , t _�-k �p�m �12$ 101.T 108.8' 2 _ 2 _ __3 3_ T T UL�'�6W x19 U' C fib MMMIII '� I ¢ : 127" .. 89.9" ( 84.4' 2 2 3 3 T..__ T 00 Z 4 � E 1 m I I I c _ 60° 129.7" 157.0' 2 2 2 3 4" T � :00 L O-m w 3 - r// �� I Ill." l"MAX YOASI INfl LTYP.) GLASS r °Cl9Ct1 SCh7;,lE5 FOR FOR J� I I 13 a o �. 138.0° tE69' 2_ 2 3 3 1T' T W ON J new I a__ O.D:5 T. .a u ur 5 20.YBY BUS! 2 2 3 3 T T -G I" Y N S:�ARA!OY 10 C_A$' _ _4: ,_. ' 3 I~L E O I �'i \-TWO'/ T WOOC OR DOOR ;� dt w 96" 122.7" 155.T 2 2 3 4 7" 70' 41 RE - 7/4"Q T r.RU BOL i5� !Y_ O LU LAG SCREWS(Lb 24^ SE* BEAM _ O.C. W TU 2" u,,_: 123" 115.4' 137,5' 2 3 4 5 I I", A MAX.X. PL.E'RA iON 3"MIN SCIt`-JUL'.FOR 1 Z- 2Y1DY 150.1` 2a0.0' 2 2 3 4 T 10" ED ,IN I 0.1a't 140.6" 2298- 2 3 4 6 t "T"INTO CENi:R OF STLCS t-- Kt0U::2tU NUP!3_:i y. _ 123' 132.2" 203.1 3 4 5 7 13' 19' IB -I�.. 5 G "i IN EMB "7' -=V.SMS Cd MIDSPAN HP:W^LN t--- 7-'� '_V-�y i41G ��ti1/��MAX.PiOM PIN GUDt: SPAN TUBE SCHEDULE NOTES: +hr+ STUCS F09 TRACK TC 1"x 4" - I- ) L+ -To Bt:SH,NG WAS�_R IT.r..l Z -USEZ.3-XT/4"OR xS x3/4°ANGLES FOR 2"x5"&2"x6"BEAMS. m Pt Y W OCO& TUBF CONNFCI:ON 'I4"m A.[. l;�r-- ---=--- _r_...-..- I . USE 2"xSXI/4'ANGLES FOR 2'x8"B,2'x10"BEAMS. S i UCCO FINISI.( RUIN rS SO..ID i^ 3. USE BEAM SCHEDULE FOR DETAIL 3. 1"x4"x 125" SET ANC ORS 1 - 1-'-SPAY T,;B_PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN yl -6053-16 ALUM fuDE WIT,17/B'M'\. _ SE!i-OULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED E MBNU:�.:N T'N ! [.;1,�--.----_--_..---- TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. ' ;S 0.irAr_ TO BE USED WHEN STUD SPgGNC CONCRFTE OR pp1 1IL-20 MAC%NF BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDMON WITH �Fa� ao EXC:CUS TAH MAX A(_!..OWABi F ANCHOR SPACIN BLOCK,3"MIN ji.;yr W/NUT(a]12"U C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.M[D-SPAN ,n and p g -- - -- SPACING ANO 3" I (2/- )6061_T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, MIN F DGC J 1• ANGLES PER BEAM EMD, OR NIL x 3/4-SMS(n`. O `NA _TIO(\ '!S DE-A7�_MA" / ANCHORS,ANGLES AND BOLTS,WRH THE SHUTTER SPAN TAKEN 9 '@S C!ST ANCE St2=PER SPAN-UB= 6"D C. ) z X �GJ -ALSO BE USEC � • S, ALSO AS THE SUM OF THE SPAN ABOVE AND DELAW THE BEAM. O_m. Z SCALE-3"c 1'-0" nT;OP EXISTINU ACCESS HOLE 6. LAP BEAMS ARE NOT ANGLESOWED. $ m I- STRUCTURE ALT LC301RE.TICN 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM, MAX.DES.G.N-CAD=_72 PS�1 f M- T 9^AN SPAN SEN a4- 'S CTIO -GLASS 5[A.L 3"-t'-D" SEE DESIGN 50!IEOU.ES OR DOD R FOR FOR UN.SITA3A:IG4-I. CXIS-ING WOOD CXIST:VC=IN11SH Y I-- 1/2" F 'a i z I KUSS OR KAF t:IR -3"-- I 1 1 d 1 < < p24'MAX.CC" �" ?i 7 i i M 1-_- ..1. \ L; MATER.AL-_.._ 1 lr y R { 111 I _�- •1/c^MAX FROM PIN GUIDE 1•.x I"r.'./B"6063-T6 I :^p1 a,. TD BUSHING WASII,�R(-YP.IALUM -nRF° i /f ii 71✓I nI w r I -� et g5� egya`�YSI'IMA7CRA)L SCR 4I5 WE'w2-3/4" !f• E pL�ER..���E} ,1 2 �qr Iutl� ¢I�Gi 1 4"E; S W0 LAG ' "T�\ , tg 1l G 3/4••PLYWOOD MIN MUM HR4AD,.D /s_ ,�-(_ � 1�\\yl" �� '�,} P-NEI R."-"IN WDOD CB }. fFFll T J B j I ` OR 51 A325 325 Gt)•'•E BOLT O 7"P.C' ACH RAFTER OF IRUSS! `/ ✓ i OR S/16"m A325 GRADE T114U BOLT %2"O: n ` MAX,WHERE L 5 6 a 9 GALV OR S.S. -TJDF X7.ENDS BEYOND 1/ A- CO UL^.-2ACON'O CONCR::fE/-_ML JAS EXRUS MORE jiOA, '"69b3-T6 ' uI / 5"D C.W/i-1/4"MIN. MB L 2"x 5"x'/8 �,e I( r \ „-IE_:m ALUM.ANCLC W/Tr.REC 5 OR 1/4`m LAG SCREW(cl 9"U.C.W/i-7/e" Xi BUSS. I r qg p ag& IN 'MB. IN WOOD SC-0 1.2 TO O 55 / 1/4"C WOOD LAG �G I�91-Y ®� lA°o SLRL WS W F-2-3/4" 037fW TFRNWLBDM=PE 1/4-20 S.S 11ACI:INE SCREW M:N0"IUM Ti!READEU S i 1201 INHEIWe_N IKUSSE - N�tX�+m - 20-26 EXISTING CONCRE- I W:T;T'/2-m ACCESS-:C.d ON )�- uo�� P=VET:4 ":"INWOOD U 156 HD_'_OW BOCK S / 2"z 5"x 1/D"'CONT OACKS!OE OF it" DR n 14 SMS I t, X Z'�z m AL I RAP TER OF 7 RUSS, SCALE: - '' WOOD T iA H- D SAIL ` - --ALUM.ANGLE{5053-TB) (EI 6"O,C _ I-ON i•^AX.IN i3.'T WFrN q <"'�<a 24"D.C.MAX Wac 9C GP DETG7II, ON Ct YPE Or 5 RUCSURE ; �i E IQ vI I ANGLE 2X T ENDS SFYON7 v� AST i 17 U55 MCR'r :HAN O (MAX DESIGN LOAD_'12 P S F 1 -- BAST -NO ANC..!'TO 19� a ASS r=R.i Ai. - - --- L_MAX DESIGN LOAD x 72 P S F) NEX:T RU55 - scn_t :3"=I*-D- - /1 TRUSS DOUR^5^CI.iON FRANK DENWDO,PE FED 0046549 CAA909S r`..0 LASS OR 2 j ///---CLASS OR I DOOR O O•-- �C002 __ y O ___I__. -�_..__.__—.� rrF�, ,,�..~ N SC.!lu FS F(Yt c IO_Y SO::a.l ES FCi 7 ..,_t m 7 i4 V -- CR MIL. !I !v;y RR" �'1 L W to i SEP�ARATM iD 7?b ly N SEP.iRAT10V-0 5 < I ,G` L rrnn U Q$ 4( Nvin❑ lO CJ Lt "MIN I 4 ht XaN• 1 IIII JJzniV �_.___-._.� CIO S" a RA^-JS d-W b'OUN':-D z�L.r>u� is r 4 a ARIA, -tWl0N CDIl mQQ �z 13 V'-< it 1i I6 Z R I-i I a F� 7 " Z- p 1aSTRUE JRE .._� LL{W -,J250 R,.M AINFRO �_?i f 1...', / GJ:U: TO BOTTOM' I. VIDE TO DO iOM-' EXIS-!\G INIS:' '^ '1/c••MAX.FRON PII.'_ W G OF WAS,'.CR OF WONN__R MA'FRIAC- -- ,;�(• W ���---���ccc--- L .L F!LSr':NG W p ^ / C6 ^ONN_CON TYPE ��.,/� - �-- - -- `y 'I -0/L"�TA PCON;O 24" I RFFV:RENCE- ANCFIOR ql@lUt IN A"INTCRVALS / WAShICR(TYP.) / - O.C.N^.7 7-1/4" Mlk. _ SC.'f.CC:4 FOR N,AX. FC rORM U E[SEE I <IY'0 /):•I/ EMBED /5 _ SPACING OFTAI_ PI7 FOR ADOIT ONAL i'� c W 5 x• y FXIS-ING CONLRETE OR U:S `cXIST ING KOST STRUCTLRF INFO TYP,iCP 9,BCT'DM �i'a N I MyLOCK ONLY,WOOO / rA _N'1R(a CACIICIJT SFr ANChOR Sc C'DULF BASED I ..,`q IT ^ AMING 8 WOOD ANC`IORS ON CZ CONN:C'TON TYP' TO NN ACCEPTABLE VFR'FY ANr7 3 SPArINCi ols 1 :,ORA IM FLOOR TRACK DETAIL _.`I n - --. 5 ACLc-TAB.. - —4 1 ,3 - N�t O REC SS S'L! TAIL �\ SCALC 3 =r .c — ---. N is ����� o - I - SCALc.3..�T._0.• \ a 1 It vvvvvv o�c va-r,AX FROM_ / T— 'r PLV L=JICr TD I_/tO - PINAx ROM V CUIDE BC OM OF WAS�FR ITYP.I `� (T"PF EX ST N❑ -]. ,/L_70 MAC :N BDI T Lam,. Is f1 W NUT' 2C O SIRUCI yR- / •'EC 3 C:Us AT IN'=.RVALS og FORM CURVE(SE.^.ET AIL P, I , g J EXISTING`ILiw NIS:: Y MATERIAL V CONNEC;,ON TYP°- _ [i Y'� O0t_C7FII RF"rERc NCC ANCHOR LO -- -- SCr It JULE SPAC NG ICASt_K�'R (pJ EACH 4•'Pd:C_ �CUf3VF.D T�I\CK ST:CTac7N .)E'�A'I. `J SCALE 3•'-V-O'• Q 6003-T6 ALJM.ANGLL•CUT TC r[. _A, A LOT{ANU R2OV;DT:SU'r'PURI YF 6063-76 ALU`!.AN61='C:1? EL ❑F C.u. SII,1 •ER cXTal1SION5 .� MAC-I ANO PROV�JV SUP�OR"f 20NC AND BACK `R: I. 0= :JT S=IUT TER EXTR:,S ONS g I1 "RON 1 ❑C_IX. X Ttu51aN IS rRDNT Avg B%CK.WI L- = E I I ` C7V:;NJOUS.4e:NFORCEY_NT li -RONT OF EXTRUS O\:5 '� p2 Y C' IS NOT RMMFO CCNTIN'JDLS REINFORCEN.LN'• y I 5 IS NOT REOUIR-O. P' iltl I8a8 M3. IJIi . �COV".) VINC VR.IMNOI W0P�R ApaROV N V7IVG C0Fd( RIA�a(RL BoE NXNWeP E VILCE CONO;"DN,N:V OF TWO PER 20-26156 --APPROV:.D=AS'y\=R AND .A-PROVC7=AS:EVER ANO _ SPAUNL`W T I^A N!NUM OF SPACING W'.-N A MI\;`",UM OF ` -SCALE, TWO FASTF'NF RS PCR CU` TWO 6ASTENC 4S PER Cl:: pAy'�D€sa91CII9N' IYN. SLCIIO\ =OR SI!i.'i;4S ��TV. A'_-ERNAT. S_C'M FOR S''urC:YS log\7 SCXE:3- g ANCHOR SCHEDULE: CONCRETE ON 00,E549CAP PE 2%5[I`��.1 PEC 0046549 CA19E65 r„n {- -- ---z s r DJTs,oL F 2.5"MIN EDGE DISTANCE TOP FLANGE ANC,IOR[SEEE SPACING /�3`/+'" '. `j Spans U�T,o 6a_-0-0" Spans Up To e'-B" Spamu p To 13'-0" SEE;ON XI -, - LOAD CONN TYPE CONN TYPE CONNN TYPE L-d-- --- -�--- -- --_� O ANCHOR s ULTRACON WITtI 1-3/M1° fi2 16.0"16.0"12.5'CI C2 C3 112.0"16.0"19 4'16 0"16." 8�01, 7.0- 130"10 0"11.0"30 0:' S.0" 4.0" 6.0"17.0" O O O O 1/4•ITW TAPCON OR DEWAL (48 16.0"16,0•'16.0"16.0"16.0"16,0"16.0"16.0'•10.5"10.0"16.0'13.0"15.5"16.0" 6,5•' 6.0" 9.S' 9.0" Q -- - N EMBED(3192 sI MIN CONC 72 16.0"16.0"10.0"I 9.5^ 16.0"'12.5'15.5"16.0" 6.S' 6.0" 9.5' 9.0" 9.0" 8.0 4.0"*5,.0' 6.0" S IIYt''I+--1 a 5 '"'� CR O4 '+=_aC:i/S t c ,.. ICE ANC, RISE:SPAC.G 7 )(- IIO 14.5"34.5" 6.0" 5.5"_8.5" 8.5" 9.0" 7.S_4.0" / 4.S' - SEC ONX) M 8D W 200 7.5" to 6.D" f 5,0" 7.5" 6.0" l 5.0" 7.5" 6.0" 5.0" "�-- _ Wr.•J 11 rn V 1/4"MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.W 16,0"16.0"11.0"110.5"16.0"14.0"14.5"14.5" 6.5" 9.5" Tr CLOSEST 70 CPEN,tiC W utn v_•33AgIWITH 1-3/4°EMBED(3275ps1 62 16.0"16.0-13.0"112.0"16.0"15.5'16.0"16.0" 8.0" 7.0" 12.0'11.0"10.0" 9.0" 5.0" 4.0" 5.5 7.5" - Y� �LLN ^� "2t MIN CONCRETE) 72 SG.O"16.0"10.5" 9.5" 16,0"13.5'14,5"14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" 4,0" 4.5" 6.5" S"INDICATES ANCHOR�C1:1:01JLE SPACING ZN,wW 4U NO",: •' O 110 13.0"13.0" 6.0" 5.5" 6.0" 9.0" 8.0" ZO•' M1.0 4.5" 6.0" 6,5'_ SS_' SS"_ C cA['O NE CT G AY I'OR 5 h i 1 COQ CR ; vI_ F: Z�i 'T---� 200 6.5" 5.5" 5.5" 6.5" 5.5• 5.5" 6.5" 5.5" /5.5" _ d�m s �^ 1/4"DEWALT CREIEFI.EX 48 16.0"16.0"16.0";16.0^1D. 16.0"116.0•'16.0"16.0"16.0"15.0"16.0"16.0•'16.0"16.0"10.0" 8.5" 12.5"14.0" 1�N G OtiJ �w ' 6 5" 8 0" 0" U W �z 554 W/2"EMBED(3350ps1 62 1G,0"IG.O"16.D"16.0"'16,0"16.0"I6.0"16.0"32.0"30.5"16.0"16.0"14.5"13.5" 7.0 ll, MIN CONC) 72 16.0"16.0"15.5"14.5"16:0"16,0"16,0MY` 1fi.0"30.0" 8.5" 12.5"14.0"32.0"l0.5" 6.01115.01, 6.5" 9.5" - 1� 310 16.0"I6.0" 9.0" B.0" 11.5"113.0"12.0"10.0" 6.0" 5,0" 6.0" 9.0" 10.0" B.0" 5.0" 4_0" 5_0" 8.0" C- / ....._. -_ _ ...___ ._..... _.._ 2 x S I_Y); . \ 1 7§COMONATION COM3INA-,ON ,200 10.0" 8.0•' S.0^!4.0"15.0" 8.0" 10.0" 8.0" 5.0" 4.D" 5.0" B.0" 10.0" B.0" 5.0" 4.0" 5.0" 8.0" f''1"MIN EDGE DISTANCE \9 / COMDINA TION y �O -. 1/4"ITW TAPCON OR DEWAL CSf14.0" C3 C4 CS I C6 C1 C2 C3 C4 CS C6 C1 C2 C3 Ca CS C6 m - C) .+ ULTRACON WITH 1-3/4" q8 16.0" 7.5" 7.5':16.D" 7.5" 16.0"16.0" 5.0"1 4.5" 16.0" 5.5" 15.0"15.5" 9.S EMBED(3192p51 MIN CONC) y� 62 16.P' 5.5" 5.5" 16.0" 6.0" 16,0"16.0" 12.5" 4.0" 30:5" 9.5" 6.0" BED(3192pa MIN CONC) 72 SG.O" 4.5" 4.5" 16.0" 5.0" 15 A"15.5' 9.5" 9.0" 7.5" '--I----_O - ---�'--"' n - -- +a 110 14.0" Bs^ 9s•' 7s" / 4.5" 7.0" 6.0"2007.0" .0" 6.0" 7.0" 6.0' NOTE 'S^INDICATES ANCHOR SC•iCO(J!E SPAC NO /9"MILLENIUM MILLFASi 48_IG.O" 13.0"13.0"16.0"13.5"16.0"I6.0" D.0"1 7.5" 16.0" 9.5" I3.5"I1.5" q,5" a.0" 7:0_ 6.5"WITH 1-3/4"EMBED(3275ps1 62 1G.0" 9.0" 8.5" 6014,0"15.0" 5.5"'5.0" 9.5" 7.5" S.0" 7.5" 4.5" 5.0" SDACAG D AGRAM FOR C3 & ^� CCN�M:CICN TAPE:MINCONCRETE) 72 160•' 7.5"17.0"116.0" 9.5" 11,5"11"' 4.5' 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" - L3(ONN^C;::3N :YPL USING PIELL 10 Wi"H O:TSI'7E110 10_5" 45' 4.0" 6.D" 6.0" 6.5" 5.5' 4.0" 5.5" 1.5" ANC,'ORS ONLYCI-CONNECTION TYE JSING PIECE Q CR 62 WI -iNQm7.00 5.5" J / /f 5.5" M1.5" 5.5" 4.5" / Ol,(5,0E ANCHORS ONLY ..a:�i rc m z 1/4"ALL-POINTS SOLID-SET 1.1/4"MIN EDGE DISTANCE ANCHOR NOTES: O z IL ANCHOR W/7/8"EMBED B C1 -E C3 i C4 CS C6 Cl C2 I C3 C4 C5 C6 Cl C2 C3 C4 CS C6 m. ]/4 20 SS MACHINE SCREW 48 36.0'16.0" 9.5 9.5 16.0 50.0"16.0"16.0 6.0 5.5 16.0 7.0" 10.5"I1.0" 3.5" 3.5" 6.5" 4.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING f m (3000psi MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" A.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 D LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(P9 1). -� 72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 7.5" 6.5" 4.5" 6.0" 5.5" 3.0" 3.0" L-�• W 10.0•'10.0" 3.5" 3A'•16.0" 4.5" 6.0" 5.0" 3.0" 3.0 5.0 4.0 ,/ 2. ENITIER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, c g 20D 5.0" q.0" 5.0" a.0" / 5,0'• 4.0'• ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN To GREATER THAN OR g o B 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER w v I� ANCHOR W/7/8"EMBED 0 Cl C2 C3 C4 CS C6 Cl C2 C3 1 C4 C5 C6 CI C2 C3 C4 CS 06 THAN OR EQUAL TO SHUTTER SPAN, a O 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.D"116.0"IG.O"IG.D"16,0"14,0"13,0"16,0"16.0"16.0"16.0" 8,5" 7.5" I1.0"120' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000ps1 M[N CONC) 62 16.0^36.0"16.0"15,0"i16.G"16.0"16.0"16,0"1D.0" 9.0" 15.0"13.5"12.5"11.5 6.0 5.5 7.0" 9.0" q, EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE e _ 72 16.0"16.0"13.0"12.0"16.0"116.0"16,0"16.0" 8,5" 7.5" il.o"12.0 IO.S' 9.0 5.0 4.5" 5.5' 8.0" BLOCK OR WOOD FRAMING.REFERENCE aNpiDR SCHEDULE FOR PROPER 110 t6.0"16.0" 8.0"17.0 10.0"11�0"L0.5" 9.0" 5.0"'�.5" 5.5" B;0" 8.5" 7,0" 4.0' 3.5" 4.5 s-- ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE g _ _ _ _ _ _ CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF S 200 8.S' 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.S' 6.5" 8.5" 7.0" 4.0" 3.5' 4.5" 6.5" CONNECTION TYPE. E e - 5. ALLCONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE S ICI j 1/4"DEWALT SS DROP-INRI 2.5/e"MIN EDGE DISTANCE W/1/4.20 SS DOLT AND Cl C2 C3 C4 CS C6 C3 C2 C3 C4 CS C6 CI Q C7 C4 C5 C6 I"EMBED((3090ps1 MIN 48 16.0"16.D"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0"13.0"12.0"f2.5 6.0" 5.5" 7.5" 9.0" HF"� -y 130 11.0"I1.0'.' S.5". •5,0"..665" B.5".17.0" 16.0" 6.0 5.5 7.� FINISHES. CONC) 62 16.0"16.0"12.0"11.0"116.0"14,5'15.0"16.0" 7.5" 6.5 10.0 50.5 8.5 8.0 7.0'• 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED g p IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS,EMBEDMENT F��^$ g _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER (pi • - -,� 200 5.5' I 5.0" 5.5 /. 5.0 5.5" / 5.0" tom. 0 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 1 1/4"DEWALT SS DROP-IN VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMINGIII�' W/1/4-20 SS BOLT AND Cl C2 C3 Gl C5 C6 CS C2 C3 I C4 CS C6 Cl C2 C3 C4 CS CG MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR ICI e " 1"EMBED(3000ps1 MIN 48 16.0" SIDE CLOSURE PIKES. ' I <•66§ CONC) 62 16.0"16.0"13.0"12.0"116.0"iS.S'36,0"16.0" 8.0" 7.0" 10.5 11.0 9.0 B.0" 5.0 5,0" 7.5" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER Iy� QI f 72 16.0-16,0"]0.5" 9.5" 16.0"13.5"13,0"13.0" G.5" 5.5' 8.0 9,5" .5" S. 6,5" SHALL BE LOCATED IN CENTER OF NOMINAL 2"u 4"(MIN. WOOD SiTUD.3/4' I t ul 5 -V J 310 12.0"IS.S" 6.0" 5.5• 7.0" 9.0" 7.5" 6.5" 6.5"16.0" 5.0" 5.5° EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. L�G SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, I d N Igs B 200 6.0" 5.0" 5.5" 6.0" S.D" 5.5" 6,0' 5.0" 5,5" b 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN C 3IA�Iw R EP #12 SMS W/2•EYEWALL Cl C2 C3 I C4 I C5 C6 I Cl I C2 C3 1 CO I CS CG Cl C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER OP/NOITipNKL68PUJDOPE 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" 5,0" 4.5' 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (2000psi MIN CONC) 62 16.0"16.0" 9.5" 9.0" L6,0"10.5'16.W'16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.S' 3.5" 3.5" 5.5" 5.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ZQ-Z�D156 scA1E: 6 72 16,0"16.0" 8.0"1 7.5"0.0" 9.5" 14.5"15.0" 5.0"i 4.5' 9-.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" DESIGNATES ANCHORS WHICH ARE REMOVABLE 8Y REMOVING MACHINE SCREW, " Dx; 110 13.5"13.5" 4,5" a.0" B.G" G.0" 8.5" 7-V 3.0" .4;5" 4.0_7,0 5.5 3.5" 3.5" NUT OR WASHER WINGNUT. no 7,0" 5.5" 3.5" 3.S' 7.0" 5.5' 3.5" 3.5" 7.0" 5.5' 3.5" 3.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. - .12 SKIS W/2,75'EYEWALL 48 16.0"16.0"16.0"16,0"i 16.0"16.D"16.0"16.0"11.5"i11.0"16.0"14.0"16.0"16.0" 7.0" d ARMOR INSERT W1 2.5" 62 16.0"16.0"13.5"13.0"16.0"15,5"16l0"16.0" 8.5" 8.0- 16.0"11`0"13,5"12_0. 5,5" 4_5" 7.5" 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO L�4_ EMBED(2000psI MIN CONC) 72 16.0"16.D"31.0"10.5"16.0"13,5"16.0"16.0" 7,0" G.5" I1.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6,0" DRILL INITO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL �7 O S 1tG 16.0"16.0" fi.5"1 6.0" 1 " 9A' 11.0" 9.5" 4.5'_4.0_ 5.5" 6.0 9.0: 7S" 3.S'. 3.0 4.5 5.0 CONCRETE SCREWS TO HOL�.OW BLOCK, _c ... _ _.. t._ _ _ ._ _. _ .. -. IL-11 T/y 200 9.0" 7.S ].5" 7,0" 4.5•' 4.0" 9.D" 7 5' 3.5"i 3.0" 4.5" 5.0' 9,0" 7.5" 3.5" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. • • . • 3-1/8 Miff EDGE DISTANCE CONN ■■ BEI L mw®mmEm .I ��mmmmmEmlm -- mWMs � EKO KSO mm EGIM ■ :, : , MEN■■Erm"� Diu® ���� ��� ��®Im m m m mmm m�a��� � a� Em mmmmm� I mmmlEm m minim ® mmm®WN ���� : ■�mmmmm�mm�m©.�mommm�mmmmmE DISTANCEmm©mmmm . mg, " � �/iii�/a /// ' /�E'� lammsm Nd��i�yOl//J��%H�%//.% ,�y, � �//////���'�dG% pi1 ml ®(//O//,///. �l®G /O%/%/�W-01 V///wdl /G'///l//%®®�////�////%i L' 7�' //>/. /G'� '/// %////�% /'/ Nf///�%l/ � '/ % qq=��pi i ll 100 /��j TD Fla [ ��EVW"'Z �%/AEA10Lkw %///�O,%//,Ou%/I mgmEm v ®CSaY///�'/��///.q%',A�///i/i %//! 11 B B JRE�• ! FEE ■mm©m®mmmm©m©mmmmomm©mm©mm��© Am EVEN I MENEM ■mmnmmmr�mm©m©or�mmo©mmmm©mmmommo _ ;, iU;;, ice;;����� ,, %,�y/ ��■ KRONE ��r� m�i/m� i�� a/�i',��� i/irii� i /G. �iii �/,//� `�//Gf�//ai//�G ■mm©mmmm©mmm©©mmms�©mmmm©mmmmmm© WITH I,M ®mom® /G/ Elm i ,aiiia/�///�a/a mm • ®®� ®low W��/iGm,W/0 ��,yii///�"/.�ii/7�/iG��/�//�� %/�r��i/ �////ri. WOO 11 I FRANK DO P P99 0046549 CM815 II z A ANCHOR SCHEDULE: HOLLOW CONCRETE Bj_,q1q_KjqqNT. ANCHOR SCHEDULE: WOOD (G=0.55) W 5z 314"MIN EDGE DISTANCE IF r MIN EDGE DISTANCE Sp SpaM K LOAD _pns M p Mq 6L-_O" spamypioA�� O Spans Up To 6' Spans 2p_L--&-B" spans Up To IY-0" CONN TYPE CONN TYPE CONN TYPE z LOAD 0 CONN TYPE CONN TYPE 0 ANCHOR (Psf) C1 I C2 I C3 C4 I CS Cl I C2 I C3 I C4 I CS C1 CZ I C3 C4 C5 a ANCHOR (P�f) Cl C NN TYPE C2 C3 CA CS C1 I C2 I C3 C4 I CS C1 C2 CA CS 114"LAG SCREW WITH 1-3/4' 48 co 48 6.5" 6.5" 15.5"10.5"110.5" 4.0" 4.1)"110.5" 16.0"111.5" ALL 16.0".16.0"_z_pt 4.5" _Ik-p:i g- 4'DEWALT TAPPER+W/ ro,l &VE1.5�w 8.51, 16.01, G., , i, 16.0",15.5" 3.5" 3.5",94" Z I/ MIN THREAD PENETRATION ow i 0 .01, 1-1/4'rMBED w 1 .4, 5.0" 4.5" 4.0" 16.0"16.0"1 L6.0" 4.5-14.5-115.0"14.0"W.5* 3.0" 3.0111 7.51, 62 12.0**12.0"1 4. 12.0" 7.5"1 B,W' 72 16.0`16 . 7.0 7.0" 14,0 2­1 3*0" 3*1 1*1" 77 ito ir,.o"i6:2o� 4.5" .0-73-7 M-Lo-S,IR�r 4.0" 9.0" 6.0" -6.0":�////Z 14.9*112.0" 3.1)"12.5"17.5- 11.5"' 9.S" 7.5' 2.0- 0 110 5.5- 9 60" 0111, - 2.0" 6.0" 11.51" 9.51, "T U) 200 3 L.5 9.S" 2.5" 2.0" 6.0" IL.5" 9.5" 2.5" 2.5 2.0 1 U 3.0" 4.5, 7116'WOOD BUSHING WITFT 48 16.0"16H.t M" .5r" 6�O 3,0" 7� 3.5" 2.0" ID 3 3 �3 Eli;0-� _1! 3 3 ffO-/ 'o.0.0 4: 3..,0 .0 5 V '. 7-S" -di; I 'o., 4.5" 3.0" U SS MACHINE SCREW 72 IZ:�:12.5"15.5" 5.0-ILE #I SMSVI/2-EYEVIALL 48 16.0" 8.5- 16.01,13.0"23.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 4.5" .13'MIN EMBED&1/4-20 6-2 _14.5' jOr 0.0"I_s.5 200 IN ARMOR OR INSERT W/1-114- 14.5"1 6.5" 6.0" 14.5" 4 0"�J.T' 6 5" ff.55.V 2 62 14.5"ii.5"70- 14.5" 9.s"110.0" 4.1" 3.1" .5 3.5 EMBED 53��;; 3�. j 2.01, ED .11, a ,a�:: 1 110 7.0" 7.0"'3.0 1. 3 '13 0 72 ILL 12.5" 5 11.0"17.5-17.S" 3.0W' 31*41, 4.1" 3.1" +110 - ��; , �.o �S'. 110 7.0" 7.0" 3.0'- 4.o*,14 1). 3 5" 3,5- 3.0- 0 _N 0 3.5" 3.0"". T14 SMS6*14 WOOD SCREW 48 16.0"16.0"13.0"13. 1 .0 L6 .5 3.� MIN 3 • 30 5.0" TIAPP -4- 0 .0 4 EWA' ER+ 1 2. WITH 1-314"MIN THREAD 2:16.0 L6-(q7 6 9.5 9 1. 16.11 39 z PENETRATION 'ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PEN 72 16.. 16.0":B.O" 7. i6 .01. 3Y LL .0'. 2.5- 2.5"f 4.5- 1111"mmorm> 110 16.. Im";1.0" 4.1" 0.1"_1�,_049.5" 3.0"1 3.0" 9 0., IN EDGE DISTANCE 2S, 2.Y' 4.5" 4"M 5" 2.5" 2 LOAD Spans Up TCL6.4,-, Swan?PP.T0_T_c 1qL_o_" C) CONN TYPE CONN TYPE CONN TYPE ANCHOR (P't) C1 C2 i C3 I CA CS CI I C2 I C3 I C4 ; CS C1 C2 I C3 I C4 I CS ANCHOR SCHEDU!,E. WOOD .4;41 ='..p; C.,m 5116'ITW TAPCON XL W/ 48 16.0­1 Aq��Q 2-1/4"MIN.EMBED 62 16.0"16.V116.1)"16!0"16.0"16.0"16.0" 16.0-lmoj 16.0"116.0"IS.5-16.0"�166. 10.51. spansup LY-O" U T. -a"110 ""o S Spans iYPE CONN TYPE ro 72 16.0 9.5" 15.5"14.5"12.S",6.5" 5.5" 8.0" LOAD 7 10.01, 4.5- 6.0"16.0"16 9.01' 14.0"14.S" �S CONN TYPE 200 12.0"10 4m5t' 601 5.5- ANCHOR (P") CI C2 I C3 C4 CS C1 C4 CS C2 C3 C4 I CS 1/4'LAG SCREW WITH 1-3/4' 48 16.0"116.0-19.0" 9.0" 16.0"16.0"16.0"16.0"15.5"116.0"16.0"16.0" 3.5- 3.5"110.V W/2-1/4-MIN.EMBED MIN "j 1.5 5.2 V. S!S'; 6 2 5/16-DEWALTut-FRACON 48 16.0"16.0"113.S"13.5"16.0"16.0"116.0" 7.5" I6.1V 9.5" 9.5" 62 jq.T'.H 8.5" 16.0'12.0"12.5" 5.5" 5.0" 8.0" 6.5" 6.0" THREAD PENETRATION 62 L6 V 6.5: 16.01' -113 ;z �.()" 9.5" 16.0" 16,1r'161rl 4.5"14.0 .5"11.5"_10.5" 2.5 2.7 6.0"IS 72 16.0 7.5' .0 5 F?/ . . g 72 16.0" 5.5" 16.0',1 1.0.1;16.0" 3.Y'13.5"110.0" 9.5" 8.0" 2.5- 2.0" 5.0- i 16'0­ 16'o" ,6-B" .6.." LS o., 1 1. ,�/ -2 2.0" 7.75-i�60- LIG 8.5" 6.5 0' 4 'o 'o 2.. 11' io" 2*0" AYL 1 ill.-KIA.- -9.1" ' 8 -5-0 ME MAS�"M/`11 1 1. 200 7.5 6.D*12.0 4od" 7 5 6 .I,1 I.S�411 11001.11C�EW 4. 1u) 16.0" 9.5" I.". I 2"MIN EDGE DISTANCE - E.T. 6 V 16.." 6.0 16.0":11.0" t.S."' 3-S" 3 Y' 7.0" 4 4 62 6T 16 Vt 7.0" D 3 6 EWALL 1.0 1 1 6101 16 0"16. 6.5" 6.5"116.0"112.5"112 5 a4�O�" 3.5"1 M75"' 72 616.0." 3 0 6 110 10 2.D" 2.0" 3.5" .o 2.0" 2.5' __T_ C4 .5" 16.01, 4 4.0' 9.5" - r C2 C3T CS C3 C2 C.3 C4 CS C1 CZ C3 C4 CS 62 __+ _ j_� C1 R1,4 WAIT TAPPER I,.("IS I .0 7.0 2.5" .5 "1", 3 4 "IN THREAD D _15" 7.T 012 SMS Wj 2"EY 48 5.0" �N.I�N I i.o.,Ll." S.. 5 ,5 3. ARMOR D45 TW11EMBED 65 --- 16-101" �C, ` -S.- MA 4.0" f2 N 6.5-T_535 .0 4.r IN P ff 1' 2.5" 5.0-=4Z- 2.0" 2.5" 5.0" 4.5" 2.0" II.S. 11.5" 4.0"' 5.0" 3.0"_F,_o .. - -1 P6.0" 3.W , �.Y, 7.; no iJr 3.0" 6` 540- R t:, IT ANCHOR NOTES:SEE SHEET C0ViFMFRk%LEOIU=P.E 10 FOR ANCHOR NOTES. 20-26156 SMLE: I FR SENNNi00,PE f ROUND WINDOW PH:0046549 CA098B5 ! ASSEMBLY •"'•k_aj`., EDGE OF ACCORDION 12•MIN FROM �• SHUTTER BLADES EDGE OF SHUTTER,; J"EDGE OF ACCORDION n+m•,(�n`,',;,u:++ TOP OR BOTTOM _ _I ! SHUTTER BLADES p 0.125" If-0.032' 0.032'-t.-0.125" -i '_'4'�'_'"IT11.._�. ! rj a7 a �a 00 —s �. �_I- auiUu> i1 t II �wa f I I 3.5•MIN,.I-!_r7,, �- r> x t7 O 2.875.0 HOLE TO RECEIVE ROUND QQ Ii �f I TYPICAL Ip p �J• ' o!]_�i6W �i7 I, WINDOW ASSEMBLY 4 O m W Z 02.875 ` 1, '�T-0.188" I; 2.875.0 HOLE(TO RECEIVE 03 a gnu �03.250" I ROUND WINDOW ASSEMBLY) . 0 Ww __i ,_,^ I MAXIMUM OF 3 WINDOWS / 4f S./ o LU A LIGHT-N-VIEW WINDOW j �; I' PER EVERY OTHERBLADEJ �°a N.T.S. SABIC PLASTICS SLX1431T-UL-94HB fg ROUND WINDOW 2 LIGHT-N-VIEW WINDOW m n ASSEMBLY 13 N.T.S. EXTERIOR ELEV uni n� I � i — `wr 12"MIN FROM \\�� EDGE OF SHUTTER, EDGE OF ACCORDION !�1 N9 S o O1 \\\�- ! TOP OR BOTTOM 1 SHUTTER I„I II IBLADES�'I. h-g9 Of rRECTANGULAR Q �� WINDOW ASSEMBLY V 0. I_ hBLADE W ROUND WINDOW J "EDGE OF ACCORDION 3N.T.S. EXTERIOR ELEV m R I SHUTTER BLADES -_.2.210"_.—_• :-, F ! •I I*'" �� 3 p--' o.1as• _{ >2 0"�. o alas o � 3sMLN7 I I C I � o TYPICALIL co ` 1.500•x 6.000•HOLE(TO 1 RECEIVE RECTANGULAR I WINDOW ASSEMBLY) 1.500"X 6.000"HOLE(TO RECEIVE I I .161'1 MAXIMUM OF 3 WINDOWS/ I' RECTANGULAR WINDOW ASSEMBLY) I I f r PER EVERY OTHER BLADE- 6 g s I�; a f l I o 093'i +•.020 3 RECTANGULAR WINDOW o �- ? I N.T.S. EXTERIOR ELEV - I f I d -r-DIA. _T--'-I i ._._.._.� I:� 0.500 I {-1.5' r—_ RECTANGULAR WINDOW (�,), I RECTANGULAR WINDOW NOTES: i I #i I �gl6 ASSEMBLY IA!! ! I c.145' 1. THE RECTANGULAR WINDOW SHOWN IN .�•'/!. I ! i �•� ! 5113 IS MADE FROM GE XL30 LEXAN WITH iu: }- 0.075"MINIMUM THICKNESS. g@ II e g I I 2. FRAME FOR RECTANGULAR WINDOW MAY 2I A�olg _.-j'' c N�, BE NYLON 6.OR POLYCARBONATE WITH Af11PYWfMTMIX46EWIN✓DOPE MINIMUM THICKNESS OF 0.161'.ATTACH -j- TO BLADE WITH(6)*4 SS SCREWS OR 20-26156 «G! --1.856".. j}-0.177' .355° BOLTS WITH NUTS. _ SGLE: SECTION A-A QAGE_ogs4B1fU_0N: � BLADE W/ RECT. WINDOW s RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV �� WANK BE ACCORDION SHUTTER SYSTEM PEO 00049=48815 ALTERNATE MOUNTING OPTION ------- DESIGN SCHEDULES 69 M AX SLAT' OPTION 1 OPTION 2 SPAN 11)2Y-UO.25 ANGLE(6063-T6) 12)2z3x0.125 ANGLES(606346) ALLOWABLE DESIGN DESIGN (2)Al'HORS fL P SIDE, NOMINAL ALLOWABLE I.8 O PER E,SEE II NOMINAL PRESSURE PRESSURE Lu 0 WIDTH WIDTH Wm.DETAIL 3114 P.L: N_ __A POSITIVE(1) NEGATIVE• POSITIVE(") NECIATIVEN 0 -m ------NOMINAL --i T z LU u PER SCHEDULE 42* 151 psi 200 psi 1, 1 42- 80 psi 73 pSf TYPICAL ELEVATION (OPTION 4V 131 psi 4F 69 psi 151 psi 6 Ofi co - N E61 8 48' 116 psi 117 Iff Q- psi 1 32 psi EXTERIOR ELEV 102 psi TPO 117 psi kL4 N.T.S. 51" T4 w S4' -psi 105 psi 3: ACCORDION SHUTTER SYSTEM 54- 91 Psi 1411 i is --I --l"N/ 67- 82 psf 106 psi , 5r 43 psi 94 psi ow r F 1. 74 p Tq_P-fl as Psi III 11 P11H W C3 35 psi 77 psi O6T' 67 psi I.Pil E� 61 psi 68 psi 32 psi 70 psi 69 -t a 63 psi ti MAX w 55 psi 60 psi 69, B.P'p 27 psi 6 SLAT i 5 f 72" 51 psi 52 psi 'S� 17 psi 6 ps psi B sf 4 SPAN 1. 4 46 Psi psi !44 f 6 psi 23 L 41 psi 41 Pf 23 sf LL 1 p f (2)ANCHORS ps 39 f, O PER SIDE,SEE 37 psi 37 psi I al' 21 DETAIL 4/14 NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR 4�_ Ko_mlNAL MOTH �U!l DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. PER SCHEDULE _ _? SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE PERMITTED IN DESIGN SCHEDULES. r TYPICAL ta 2 ICAL ELEVATION (OPTION 2) 14 �4 N.T.S. EXTERIOR ELEV SYSTEM STEM SHUTTER SHUTTER PIE A H SHUTTER 2"X7119 2S" Or%T6 -T6 2'x3'xO.25'6063 l CONTINUOUS ANGLE;�//�! CONTINUOUS AN SUPPORTING SHUTTBt TRACK SUPPORTING SHUTTER TRACK.. x LAG SCREW WITH 2",/�� THREAD PENETRATION.THREAD PENETRATION-- K'LAG SCREW WITH 2-�` '/4 AND%'EDGE DISTANCEX, TO G-0.42 M TO G-0.42 MIN WOOD I'— �x A • AND%"EDGE DISTANCEI�,Izx' I OOO� CENTERED -G O� CENTERED IED I�LE it 5 2*x2l"xi).25"ANGLE, 2"x3".0.25'ANGLE 4',',­4T rf", JC /. /.20'. G=0.42 1111 00'� GHOST 42 IEF CEILING HEADER 41' ...G ST TU�'! V2 ANCHOR No'T:4"MILLENIUM MILLFAST SCREWS W/ T&C ULTRA COTE MAY BE USED IN LIEU OF THE LAG SCREWS CALLED OUT ON THIS SHEET UTLIZING THE 1/4-20 316 SS THRU-BOLT 1/4-20 316 SS TKRU-BOLT SPACED SPACED 12"O.C.MAX OR R 14 SAME CRITERIA. 12"O.C.MAX OR 414 316 SMS OR "I ///,—, 77711 �l I' W SOS SPACED 6"D.C.MAX.FASTENER LAG SCREW 1"... 316 SMS OR SDS SPACED 6" S W WITH 2" LAG SC REW Y4 S(PR E '1 2 SHALL BE LOCATED 1"FROM ENDS. AND% GE DISTANCE LOCATED I"FROM ENDS. THREAD PENET THREAD PENETRATION O.C.MAX.FASTENER SHALL BE INTEMETWRATHIO. AND%,EDGE DI D 'E' CDPflW7FRAJlKLBV4P=PEI TO G=O 42 MIN. TO G-O!.2 WOOD,, 2-x3-XD.125'6063-T6 20-26156 _2'x3'xO.125"6063-T6 ALUMINUM CENTERED li�LEG C� corfriNuous ANGLE SCALE' CENTERED IN L LONG,ONE PER END ANGLE,2 2X3""XO.125'ANGLE. UTTER 2'x3'xo.1 OF 2'x3*XD.25'ANGLE. 5 9 •- 9, SUPPORTING SHUTTER TRACK PAGE DESGUCi1oNi TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT 99 3 (OPTION 1) r4—N\ (OPTION 2) \,�4 N.T.S. VERT SECTION \,�4 N.T.S. VERT SECTION