Loading...
HomeMy WebLinkAboutProduct Review Affidavit 9/9/2015 Florida Building Code Online 4. t BCIS Nome Log in User Registration' Hot Topics Submit Surcharge Stats&Facts Publications ' FBC Staff SCIS Site Map 1 Links ; Search Business H�: r Product Approval Professional " 4 = USER:Public User X11 Pro! >Prnjuct or Applicarion Search>Application Lis T>Application Detail ( FL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments 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 Bennarda frank@engexp.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 i--Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 22131/2016 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI-Ind l p 2 Ddf FL13757 R5 C01 Ind'eo 3,odf FL13757 RS COI Ipdeo.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 httpsl/www.toridabLuiding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcBVwtSME9RsQOIGbF%2t°/n2f nZrDFh7dHzw.Qp/aid°/a3d 112 9/9/2015 Florida Building Code Online Equivalence of Product Standards Certified B, Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2 Ddf FL13757 R5 Equiv Equiv 3.odf FL13757 R5 Equiv Eguiv.Ddf 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 j FL# i Model,Number or Name 1Description 13757.1 !6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes i FL13757 RS II Dwo.Ddf Approved for use outside HVHZ:Yes 1 Verified Byi: Frank L,iBennardo, P.E. PE0046549 Impact Resistant:Yes j Created byj Independent Third Party: Yes Design Pressure: N/A ;EvaluationReports Other:See installation drawings for allowable span/pressure i FL13757 R5 AE Eval.odf combinations and additional limitations of use. Created by,Independent Third Party: Yes, La 137:2__ 6.8 Streamline Shutter rge Missile Impact Resistant Acgodiutter System Limits of Use Installa ' ructions Approved for use in HVH Yes—,— 757 RS II Dw 2. df Approved for use outside HVHZ:Yes f�``V Verified By.- Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes �_� l' Created by Independent Third Party: Yes Design Pressure: N I Evaalu`a£Pan-Reports Other: a ation drawings for allowable span/pressure FL13757 R5 AE 1�� df comtfin'ations and additional limitations of use. Created by Independent Thir -Part)ALYes I 13757.3 E.A. Essential Facilities Accordion I Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use 1 Installation Instructio ---- --- Approved for use in HVHZ: No ' 1-3a wq 3.odf Approved for use outside HVHZ:Yes _..- t Verified By: Frank L. Bennardo PE-0046549 I Impact Resistant:.Yes_.----,- �� Created by Independent Third Party:Yes Design P-res5ure:+110/-128 Ev on. Reports Other: See product drawing for additional information, FL13757 Eval 3. d anchorage, etc. —1 Created by Indepen -li,Third Party:Yes - Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:550-497-1824 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have ariy questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick hem. Product Approval Accepts" w .R:L.UritV_.11:L4R•i . 't r' haps://www.floridabLilcing.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObFp/o2(%2fnZrDFh7dHzwQ%3d%3d 2!2 ENGINEERING EXPRESS PRODUCT EVALUATION REPORT E:NG1NEE:RRN3 EXFRF-8 ® EXPERT" PRODUCT EVALUATION REIP®RT 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 Seeps -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 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: a PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled T.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. - o 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 E1866-05& 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). pop°eaaooeaaroer,r STRUCTURAL ENGINEERING CALCULATIONS,oOa° , �.BEAI/ Structural engineering calculations have been preparedu'1� .• evaluate the product based on comparative and/or rat alL ;'• I'ogin;i, ngilneer's Seal Valid for analysis to qualify the following design criteria: No 465 es, 1 through 2 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressur& 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity >o,o��.••F ,,,D�� •• . sari nnardo, P.E. a .46549 C.A.#9885 °"vaaPpo" . I 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-3541-0443, WWW.ENGEXP.COM 0-1W ENGINEERING '-�E (P R E S S' 4/2/2015 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 facilities.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 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 Eyaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluatioli Document(i.e. engineering drawing)as noted herein. I 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 products 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). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL E442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM q,421ia•......... - 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ l� rr TABLE 1 TABLE 2 TABLE 4 t TABLE 3 ALLOWABLE SPAN SCHEDULE o ALLOWABLE SPA-31 SCHEDULE MfNiMUM SEPARATtO FRpM GLASS ASTM ESSENTIAL FACILITIES ONLY 3TA OF FOR USE WITHIN 7 H HZ FOR SE WITHIN THE HVHZ ALLO�VA9LEYSPAN ., HVSIZ IAA4Z MINIMUM SEPARATION `6 SCHEDULE •�O � � MINIA1UM1t 5EPAR4TTON \� POSITIVE POSITIVE IND HVHZ FROM GLASS NON- HZ FROM GLASS ,�� c A. DESIGN NiNOLOAD LOAD t43TN NDLONEGATIVE POSITIVE POSITIVE �'., WITH CENTERMA7G5 WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALIl.TIONS pOSIT1V5ANU DE51GN S1UUT7ER INSTALLATIONS INSTALlATi0N5 '=1'� U UNIS4ATE 29 ALL PRESSURE SPAN S 30'ABOVE >39'A00VE DESIGN PRESSURE SPAN p�? LOAD(PSF) ]0 ALL (PGF) LUNO NEGATIVE LLLHD (PSF) s GRADE >GRADE 7 W s O OR]i 8 J7 CONDITIONS' GRADE GRADE LOUNTIN 6MDE GRADE �i }U a OR 33 B 11 tIH} (IN.1 LOAD MOUNTING (IN.) (IN.) UI� d W JPS F) z9a Ism s7 ax t !-. 7 A, or 3.1• 1.r a 03 w 23.0 156" 166' 156" t 25.0 164" 156• 165" gg• 3,6' t.5' tir 10, 50.tl 16m "k 30 99" 3.1" 1,4' H DOJ! 3 u'g f 9 20.0 147" 166' 156' 10 i 05.0 155' 1x0' R 36.0 142" ISW 15M 120' 3.0" S.0' J 60.0 148' 190' S.8" 7.S' VI 155' G.r 3S' 0�.0 40' %1" S.t' 40.0 137" 145' 156" gg• 3.0" 1.1" 70.0 137' OB' OA" _ 1.6" .moi 4 db0 133" 141" 139' 3,0 1.0" K 69.0 12W fir 166' 70.0 for 40 10m 3.1" 1.m 55A Dr 134" tb5" 40 100` 30" 1.0" 00.0 120' 120' 3,1 2.2" d 120' am 22_ 85.0 12m 132' S.8" Z.7' 60.0 124" lot, 146^ ,.. II 13T S.7" 2.0' 80.0 121' 166' SIB" 4,3' 000 121" 120' 143" 70.0 tie' 126' 137` 145" b.7" 3.5' 45.0 ..__ 116" 40' A}^ 76.0 117' 12T for 0o' 3.0" 1.1" 100.0 115' O9" i,1" k 80.0 110' 12r 126` 90" 3A' 6T 105.0 112" 50 700' 3.1" 00.0 113" 120' 120' 60 10m 3p' 2A' tio.0 OT 12W 3.1' 41 BAD Nr Ila, i21• !x0' 3.9" 25' 115.0" for 132' 6.I" BSO fir 117' 110" 137' a.7" 3.5' 120.0 106' SSG' a.6" S.2' W D-��o 100.0 140' 115" 115" or 30' 1.r 126,0 10Y d0' 3.Y 1,1' ��,6 5.0 6 00 or a.0" 1.9` 130.0 101" 9FY' 3.Y 1.8' 2 foa.o to7• fir 11x' 110.0 tom tip' 11a tom 3.0' 2.r 136.0 0o' do tow' 3.P' 2.1^ 115.0 105' _SOY tOT' 131" 6.7" 3.6' 140.0 or 12W p,i" 2.7" 'g 120.0 104" 105' 105" GO' &G, 1.2' 146.0 02' 148' 5.6" S.r ya 125.0 f83" 70 84' 3.0' t.E' I50.0 89' 2 130.0 101" �" 3•0' 20' 155.0 00' 64" b.i• i.S" { 135,0 _ or 126' S7' 7.5• 100.0 83" 70 yQ 140.p 95" 00' 3.0' 1.2' 165.0 01• 12C. 3.1" 3,6' 04' A4' 1.7' 170.0 70" +OIC" HILL or g0 137' 6,8" 4.6" 00' 3A' Zr170.0 70' L 160.0 Dff 84' 3.1" _ 1.0 tv 106.0 06' 1 r 3.5' 3.6" 100_0 74" DO 9tl' 3.1" Zr 100.0 9Y SO' 3.0' S,Y 185.0 70' 720' 3.7" &0' d 165.0 ar" 110 04' 30' I,m 100.0 70" !2r" b,B' 3.7' y 17o.0 7B" 89' I 2G" VISA g8' 95 170.0 76" 11m1 3.3' 3.3" 200.0 Oa" 160.0 74" or 3.0' 1.3' +*FOR BUILDOU)'MOUNT'MAXIMUM Ito -, --105.0- ___ __ 72°_ 120 04" 3,0' i.p' SPANS AND PRESSURES,SEE y' 190.0 TQ" TOS. _3.t' - _3.5" - 110" 3.3' 3.J' 6] 108,0 08' -TABLE ON SHEET 6p" � $.1' i.r - ay FOR BUILDOUT TTA13LE ON SHEET 6/13AXIMUM SPANS AND PRESSURES.SEE 120 2000 - - O4" d4' 3.1' 1.8' 3�vI 44 Ir 3.r ze' _ 105• 3.!' 3.0• n }� �r --'- --TABLE 1 AND 2 NOTES: L. HVHZ:DEFINED AS MIAMI-DAOE COUNTY AND BROWARD - - --- -TABLE 3 AND 4 NOTES: COUNTY FLORIDA, I. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN g 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHU77ER SPAN MIAMI•DADECOUNTY AND DROWARDCOUNTY FLORIDA, y y SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN `"*'I TM 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN ' PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. w & -" 3, THE 6,0 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND :RES AT EACH RESPECTIVE SHUTTER SPAN. OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE: 3. ARATION FROM GLASS IS REQUIRED FORiT 15 PERMISSIBLE TOMOUNTTOAWOOD OR CONCRETE t? ATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFBEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR HZ AND OUTSIDE OF ESSENTIAL FACILITIES. 3 -5_2338 _ THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 599EhW AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE OUTSIDE.OF THE SHUTTER BEING REVERSED.FOR EXAMPLE.IT e HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PSGF DEICRtPTIONI PRESSURES ARE AWAY FROM THE HOST STRUCTURE. nr WITH THE BACK OF THE SLAT FACING OUTWARD. 4. UNEAR 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, 3 BE USESSIGN PRESSURES FOR THE NEXT HiGHER SPAN SHALL USED. EODESIGN PRESSURES FOR THE NEXT HIGHER SPAN SMALL BE x1v P.E. GENERAL NOTES: wx_�x 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES NO LIMIT U., CODE OR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE U INIEaNF T, 'L A ON BUILDING CODE 2BC %AND INTERNATIONAL RESIDENTIAL CODE KRC 6 , U996-09. ASTM THIS SYSTEM MEETS NTSSrLE LEVEL' ST C twq SEEPRODUCT AO UL EVALUATION�ANDIN LU ES ESSENTIAL FACILITIES AS DEFINED IN N REPORT FOR MORE INFORMATION.- SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE r REF TOP TRACK I DREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 0 THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE wCAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DIU 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202203 AND ASTM 518OVe1996/F330, 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM MSTED PRESSURES DI IDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIREDFORALLWIND ZONES zw IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA 15 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND CL<_j M LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN, VIEW 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE 1 01 V DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 w(x 1:M ; = SHALL BE USED. V) Ii S S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITCLI x 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY.BS USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER < 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE, 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11 WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND "1L. SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL Ne 12. EACH SHIT ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE WOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL LCI CHANIS SE MISSILE-LEVEL D-ASTM EL886,E1996&E330 ICAL PLAN VIEWS LX TAS 201,202&203- FLORIDA BUILDING CODE APPROVED if 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.C.N.,WITH A MINIMUM FY OF 25 TYPICAL ACCORDION sill K S11. 14. ALL BOLTS AND WASHERS{EXCLUDING INSTALLATION)SHALL BE STAINLESS;STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE SIREN H OF 60 K.S1,U.O.N.POP RIVETS SHALL BE 114-0-OR3/16-0 5052 -12 ALUM.ALLOY. N.T.S. IS. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR Box LOCK BOTTOMIDE CLOSURE. LIS. TOP AND BOTTOM MAY BE INTERCHANGED AS FIELD CONDITIONS RE%UIRE. 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'. 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE 15-2338 BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND pane aeseq�Ptm», NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FRO14 THE HOST STRUCTURE. 23, SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK ins 2.87V ,+' PROJECTION VARIES 3.G 0' 1.994_i •• /nl }i'k�• `onr' . �2.�781.2" 61.907' ' n! .54.074'MAX, 068 "19 1,9 1.706' 143" 17,139?U •100'125" 0 100" 068 195 100" 1.7 10 1 3 ,099 136y k.6 095 062'N a062' Y 062' 3,06 630' 200 630 1.5 0'151 ' �o .gs �.062' 62" 1200" ,062' 630" 62" 209 00 6301.2 oll G9 095' z .971" .971 .09 2J49' .971" A30' 2 it 12 0" 1.250 1.2 " 3.610" �_J� ^^, - , I 5.745"MAX. (DSCALE:: O DUILO OUT WALL "' HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL clu y J SCALE:HALF 512 ;:1 SCALE:HALF SIZE l''fr` O SCALE.HALF 517_E SCALE,HALF SIZE SCALE,HALF 512E SCALE,HALF 512E ,�ow LL 01"ER-._SHGWIN SCREEN BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 4 1 ` 2,655' tSii, ��y�'N' i.;sC°u`m1Sf}l8 y,e 2'.6652511".1•0,520553"'" I .�I'v4C2.19S.. 95" _ Ne' Na rt°•,I 1_82 5' A(1N0 {f .875• 1I'185`'2,.�195' h III 1N,2 30' O O.a 2.65.,56•52'1' �II.aGa'.M•1.-YI-.895• -JI,08 5$L',510 460'M-- .600' o.510"10 rn 96" N TYP 10 I5' TY 1.230" rYP" 3.6 4.330•.89 L995' 4,510' 2.1 ^,3�6-5'I -R # �-�{p�\�p.•�m0 F0pK3 uga97WoM o 2.300" --= .,.250.. 4.5 0" '1 2.195• �. � �� SILL ADAPTER EXTENDED SILL �D EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR P O S[.ALE,HALF SIZE 8 O SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE " p SCAM HALF SIZE SCALE.HALF SIZE F 1.994' . 1.70814 3' 0 " 30.225' 1431 311 0 325, " 060 3.963' 58 .297 - h v $ 11 .030R0".. 2" L570• B _ l aj 1.625" 069" 3.410' ,341' !69 M 'd 133' O.Ok O.L17 5Q5Q5Q 6.8 SLAT/BLADE t7 6,8 STARTER _ _ .692' ,6301. ,096' N - - �. � SCALEI HALF SIZE SCALE.HALF SIZE ,130' ,U 2' 2.022' 0.115' N I p9�Q 621' 2 `g0? gb WALL SILL 4510" o, �g RADIUS CEILING HEADER/SILLco 0.180; �I ,oeo• SCALE.HALF SIZE d T 9 de 310' g m a SCALEI HALF SIZE COe17001nIrWIX L1B80JID0eE .227" 630• ,o9a• o.9so' 15-2338 .054" SCALEI •4�• FAao aESCplPTlay, ¢ CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE "AL EI HALF SIZE 18 WALL SILL CLIP 13 SCALEI HALF SIZE SCALEI HALF SIZE ii+itiiy ? st�4 fi � dr9j6. 2 FASTENERS ALUM, TUBE _ EACH ANGLE 6063-T6 ALLOY C2 CONNECTION TYPE •'•'r, SEE TABt.E A FOR SIZE. �� ^�� REFERENCE ANCHOR EXISTING (� S SCHEDULE FOR MAX. STRUCTURE ..o � 1 M1"x 2"x t/8" ���. \` SPACING . 1/4-20 OR 2"x 2"x 1/B" o r1 Cl CONNECTION TYPE W NUT MACHINE pQLS 1; ALUM.ANGLE REFERENCE ANCHOR g @ Ag L SCHEDULE FOR MAX U14 SMS @ 6"Q.C. ., a. 13 j` SPACING i/ " a' rn• 1 THREE 3/16"G (TYP,TOP S BOTTOMS t OF ALUM.POP RIVETS o 17 ( 1" ( ALTERNATE THRU p01TOR 1J U i�s0.0 •�Q 4k �, . THREE N12 SMS, 3116"9 ALUM.POP Ct CONNECTION TYPE (�RO� ffi/ rSG 17 RIVET OR 4'12 SMS s _ REFERENCE ANCHOR Op (3".O.C.(TYP.) SCHEDULE FOR MAX. OR TABLEA(cm 1 1 SPACING FOR I � A3=" � TXP 1" t1 ° >utgg PRESWREVSALIAWABLE LENGTH t S W 2'rYkl/8 3'k3k160" MAY USE MAL£OR 11 t i P111 Q tt rm* I S S PSN no wile, NoB FEMALE LOCK-SLAT) N LLLLLLIII i4:S� 82 t30" 108' 13 4 W t�� GLASS kFC41 INOt <; MO 3 TYPICAL CORNER CLOSURE DETAILS oR DDDR sTOARA U` s�s 124• 1T9 CC3 ' � TQ aAss ¢OZ 119" 172• NTS \ TAH3E f,:92 114• 165• i- ALLdRA-ELE SPANJam_ 6R102 110' 160• SCHEDULE FOR .-- 1�1+1�, TABLE B(cc4) ALTERNATE THRU BOLT AUILDOUT OUNT W�^ ^. tlANPRESSURE VS hLL014AB1E LEtIGf11 C5 CONNECTION TYPE forEAR,F)REFERENCE ANCHORMAY NAxSCHEDULE FOR MAX, Sx PAN RESSUR ROM PIN ro rSF Wff}i�lO SY11H q SPAN PRESSURE Of CONNECTION TYPE q" REFERENCE ANCHOR GUIDE TO BUSHING 62 113' 3d6• iJSfiK. +f 3o.iP5F SCHEDULE FOR MAX. f- a WASHER(TYP.) `•�>! =( 72 10T UP 1211M +/•31,1 PSF SPACING ii 1 19 338IN. r/-33.9PSf 1 t g ex 1oi^ 1•D• _ U 14x3/4"SMS @ 9"D.C. its M�•4/-3x.7PST T =-= ANGLE TO TUBE CONNECTION 9x 95" 319• 0. 0 Pi 1 !JOIN. +/•34.ZPSf EXISTING •�/ ' 102 9p" 152' 110TH. 4J•34.ZP51 p x 2" 125" Q d 120 83" 122' 3onN. +/•35.2Psf CONCRETE, EMBED. 6043-T�JILUM.TUBE z� a a BLOCK OR 150 7q' 109• JoSrN•, +/-3S.9PSf WOOD FRAMING 5 CONNECTION TYPE 1031N. /'36SPSf REFERENCE ANCHOR d4' 94' SCHEDULE FOR;MAX. ^� h ''1/ "MIN FOp COI{CRCTE Tom. 4-373 ESE SPACING POR WOODANO 3Jr. MIN. 991N i/•38,OPSf r... 3 9sNf. +/-39.ePSF C5 ALTERNATE BUIL&-'06`T MOUNT SS TMN sw� V tA' ASTENI A P 18"O.C. o2M. •/Ao•OPSF SCALE.3"= • °1 SE ANY ANCHOR SHOWN 8983• +/-4x3 ASF �• +" ✓ v { M'� a ANCHOR SCHEDULE), 868E *43.8 PSf o "" ,) 3 �•� +' ^' i� 8301 +/-4S.4PSF tom' tz Tat IN.RIN +/-0OSVSF ACCORDION SHUTTER ( W R 780E */-98.3 PSF PER PRODUGRAPPROUAL f< JOIN. +-494FSP i • 740E +/-5O.9PSF CH' 2"x + 72 IN. +/3x.3PSF 3116 RIVET OR -- - _ _ _ "_6063r_T6 - _ JOIN. 4/•53.8 PSF APPCICAB4£AT7q SHS CqM1B"q.C.OR ,TU9E TYP. - $ -" AND/OR BOIIOM1/4-20 NUT L BgIT 17 68TH. ,4PS(TYP.). 3116"43 ALUM.PtlP 66 W. +!•57.0 Psf 2^OR 3"ALUM,TUBE RIVET OR 1112 SMSx'010003-TO ALLOY @ 18"O.C.(TYP.) S"x 1/8" 1.. »aSFTFASTENERS _.. TINUOUSs.a3av 4 13 qt°i+Q2"X 3°x "X 2"MIN.EACH ANGLE - INUM ANGLE - Ai^x r x,093" NAL ANGLE INSIDE SCE T 2 -.y o CONTINUOUS OR 2"X2,175'6063-T6 ALUM. THREE 3/16"9 hLUM. TATION TYP, q7 OLASS X zm 2"xSf`xCONRNU013S ANGLE,TYP oPOP RIVETS OROR D00 6061•76 AUJMINUM _ - 17 THREE 412$MS.TYP. i0 S u a~ ANGLE o e T'x 2"N 1/0` u 2„ 0.9"MIN.THICK 606-T6 011 2"x 2'•x 410" ANGLE fASTENFD 70 ALUM TRACK FASTENED 13 TO ANGLE WITH 3/4-20 ALUM.ANG46 6 EXISTING 3 KSI MACHINE SCREWS AT 3" USE MALE OR FEMALE - C4 CONNECTION E CONCRETE HOST FROM ENDS AND 9'O.C. 0071111WAMPaLOWWWPA LOCK-SLAT) t3 REFERENCE AN OR STRUCTURE WITH FOR THE BALANCE 13 SCHEDULE FOR X. WO ELCO ULTRACONS 2-1/2-141N. I AS-2338 PACING AT 3"FROM ENDS AND EXISTING CONCRETEEA e: • 1*12 x 1/2"GALVANIZED (OUTSIDE) 4`O.C.FOR BALANCE HOST STRUCTURE(3000 0 e TD WITH lY'4 MIN Psi MHz) OR S.S.SMS,R 1/4-ALUM. SIDE CLOSURE OPTIONS EMBEDMENTAND 21j• CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES a pH'S MAGHtNE BOLT 8 NUT SCALE,3"a 1`-0" BLOCK OR WOOD FRAMING 6 tta iB"O,C. STAGGERED WITH 3+ MIN,SPACING,TYP, BUILDOUT MOUNT 8 EE INSIDE SILL MOUNT SECTION F SCALE,HTS ! 00 SCALE,3"^i'-0" J ......... REF TYPE 4" REF01ENCE ANCHOR S E FOR MAX. CI CONNECTION S'MAX.. 1/4-20 MACHINE B FOR M SPACING, - 9 T GLASS t TABLE TYPE (5 DOOR UJ FOR MAX, R 0� WINUT 0)12"O.C. I 'ST GLASS CMEDU, / STRUCTURE &FOR 1611Z REFERENCE ANCHOR,0 1 0 an DOOR 4w� I-I� H. 1 SCHEDULE r 1114 SMS 0 6 I'-< SEE M2 I- Cv SPACING- &FOR HVAZ D 2 (TYP.TOP :) I FOR mw. SEE TABLE 2 mw _I� T OF "w FOR VA SEPARAIIM U W oiw& 10 CLm to 'tAw SEPARATION w 1/4"-20 THRU SOLT W/ To GLASS ;4 36 p:Ij 4112 x 1/2"SMS QZ 12"D.C. gz Z!k 1-: gj- OCK NUT @ 12"D.C.OR rt-w On 3/16"0 ALUM.POP w < 1.4 N 17 1 P 6-D.C. OR 1.14-0 1: w 41,12 Lx 1/2"SMS P 12'O.C.E.S. RIVETS IL 0 OR 3/16"0 ALUM.POP z5 III ALUM,POP RIVETS P`12"D.C. RIVETS @ 6-O.0 E.S. jz v, %, @ ANO roll&M OR V4"O ALUM.POP RIVETS 1�4"MAX.FROM PIN 12"O.C.E,S, FROM PIN ASSEMBLY /2"TYP. 0 C3 oW NO 13 '/4"MAX.'. T GUIDE TO tiubmiryu WASHER(TYP.) 9 AND l':! S ESEE 1%E 4 • 1) �c-m WASHER fTYPJ GLASS FOR 1104, WASHER P to 1 1/2"TYP. EXISTING CONCRETE, 4 CONNECTION TYPE OR DOOR 2 6 )Z2 z BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR lull, <u cc 44 N I I EDGE SCHEDULE FOR MAX. SWAP I o(L b, QfST. w 11 o 3 CONNECTION TYPE SPACING AS SHOWN,-`­ TO to REFERENCE ANCHOR EDGE S TLC4 CONNECTION TYPE IN DIAGRAM 01J.PG'10) SCHEDULE FOR MAX. REFERENCE ANCHOR 01 SPACING AS SHOWN -SCHEDULE FOR MAX. ON TYPE IN SPACING.ALT.FASTENER f"', la 0 CCONNE07ION TYPE IN DIAGRAM ON PG�10) LO 6 R REFERENCE ANCHOR EXISTING CONCRETE/ N.FRONT AND w D SCHEDULE FOR MAX. S6!!I! 0 *4"MAX,FROM PIN PACING.ALT.FASTENER WITH THIS LbCAYFO' GUIDE TOBUSHING S BLOCK OR WOOD CI CONNECTION TYPE 2 LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) 114'MAX.FROM BACK ANCHORS NOT REDID INSIDE MOUNT SECTA , i SCHEDULE FOR MAX, WITH THIS LOCATION SCALEs3". SPACING T= PIN GUIDE TO 5 CONNECTION TYPE GUSHING WASHER INSIDE MOUNT SECTION t REFERENCE ANCHOR (TYP.) SCALE 1 3"-V-0* SCHEDULE FOR MAX. • I EXISTING CONCRETE, SPACING to NOTE,FOR DETAILS 0BLOCK OR WOOD FRAMING EMBED, zs;.0 THE BASE TRACK INSTALLED ISECTIONS` , WITH 1/4"GAPS,PROVIDED T EACH SECTIO HAS A NJINIMUM OF S F OR 0 D is \A CO BUILD OUT._9Q0*T—S1=- Q OF I jLON . ESLLO CE I ZRACK "WSTING CONCRETE, @ X, !c��A _3--v-0, Us"Pom T T C ST CONTINUOUS OVER THE GAP BETWEEN SECTIONS. EXISTING 3:c EXISTING CONCRETE, EDGE IST: STRUCTURE BLOCK OR WOOD FRAMING 4 CONNECTION TYPE C2 CONNECTION TYPE W/ EMBED .EXTRUSION REFERENCE ANCHOR 5 CONNECIION TYPE W/EXTRUSION RI s EMBED. I CONNECTION TYPE d SCHEDULE FOR M REFERENCE ANCHOR of REFERENCE ANCHOR %, SCHEDULE FOR MAX, SPACING SCHEDULE FOR MAX, E-'-'O* M MO CONNECTION A THAT AN �mu SE T RlCON' FER' SCHEDULE SPACING SPACING AS SHOWN IN DIAGRAM ON PG,10) 1416 11,2_ &R(j) 1/2" 3 4 tu p LO w GLASS 4 Q DOOR BEE OR Ic FOT—R z zo, V o: SEE ta IT, FOR ul a zuw w w w D.C.OR 3/16"0 ALUM, Tic" W -_t1i z GLASS R ze 6 L :3 D' POP RIVETS 016"D.C. )? :3 fbig- FOR DOOR t4l le e I.,Y4 w It z vtj cl OR 114.'(f ALUM.POP 1 11 1 13 1 xzx� RIVETS Q0 12"D.C. u zj GLASS 0 tj ON .4w w z A OR DOOR z 2 IL i..1 z It V4-20 S.S.MACHINE Pu AND _4 MAX.MAXr QM PIN SEEING SCREW 0,NUT GLASS u fA ASSEMTLI' 1/ 112- GUIDE T 8 SEEING 12"D.C. P. WASHER(TYP.1 1/4' AX.FROM PIN 1/4"&NA.X�FROM PIN WASHER U >1 4 CONNECTION TYPE 1/2".. W fut u oubmil"' 1 no WASHER(TYPJ iv ASHERfTYP.) EDGE REFERENCE ANCHOR 6 SCHEDULE FOR MAX. C2 CONNECTION TYPE EXISTING CONCRETE, DIS . /EXTI. BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE EXTRUSION I FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 OR REFERENCE ANCHOR SCHEDULE FOR MAX. S'x 31'x 1/4"C I CONNECTION TYPE 11211 1/2'EMS @ Ir SCHEDULE FOR MAX. SPACING FCALF1 I CONT. SPACING.ALT.FASTENER TING CONCRETE, J!Acen RIPTIcNif 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM, EXISTING (MAYO REVERSED SCHEDULE FOR MAX, POP RIVETS @ 6-D.C. LOCATION,FRONT AND BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM,PBACK ANCHORS NOT REDID RIVETS @ 12"O.C. WITH THIS LOCATION WALL BUILD OUT WALL MOUNT SECTION E CEILING III INSIDE MOUNT SECTION rig St / C 7 @ SCALE,3".1'-0" SCALE I 3"=II ION SCALE 13".1*-0' 6ey j FOR ASTH FssFNnAL `�$s LDE �jAA�y+r 1 BZ,(,s,SEE iNILE d b: EXISTING 1/4-20 �, •"• 'r©r� FOR IRHt SEE TAB.E 2 1w. w STRUCTURE ALT.LEG DIRECTION �+ GLASS #BH.SEPARATIMS O� 0. MACHINE OR CLASS 13n q N _ (21 6063-T6 ALUFRNUM BOLT W/NUT a J DOOR w w r ANGLES PER BEAI4 END, @ 12"O.0 OR wp s „ I SIZE PER SPAN TUBE _ !-w w 1/4"Y0 ALL i SCHEDULE 1#14 x 3/4" Fum O SMS 6"O.C• SPAN TUBE SCHEDUi6 ¢z ¢ POINTS SOLID �y =U¢ a SET ANCHORS SPAN TUBE AUa. -i WITH 7/0"MIN -'--PER DESIGN ALLOYIABLETUDE NUMBEROP hNCH1oR4 PER MINWV.UfJAN� '• y ,� X,n 7A Z EMBEDMENT tN TUBE SHUTTER SPAN THAU•BOLTS LENGTH e �� CpNCRETf OR ACCESS HOLE SCHEDULE ANGLE q }.ro" x EtZ-W D aA BLOCK 3•'MIN in SIZE SPAN TOP 80TTOM TOP 00770},1 TOP BOTTOM TOP BOTTOM l 4N'4`` O#- w SPACItSG AND i itt�� Z1 a 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUDE TUBE TUBE W ••t. ' J S X DISTANCE. =J 00' 123.0' 138.2" 2 2 2 3 4' 7`' Z a zxsx >LI'f p'-^ )~ 7 .^•-µ 5 6 p 0 0.126" EG' 101.7' lair ? 2 3 3 #^ �?' �p a t`U, Ill 14 16 K w i23" 00,8' 04.4' 2 2 3 3 ]" .7" {E9 L p0,g Z joxm a E0.01ST. U w 2k6k 66' t2B,i' 1117.0" 2 2 2 3 1" 7• .G �2 X 4^b /2.. FOR Ac01 FSSD#RAL FAO#RIES i t w a 0.125" 96" 114.0' 124.1' 2 2 3 3 7' T 6i1�1 u 1/1•"MAX.FROM PIN GUIDE SEE TABLE i&FOR BN#2 SFE Z 123" tOZW 109.6" 2 2 _ 4 4 to, to^ 3 a - TAW 2 DBL SEPARAWI ul<w y TO BUSHING WASHER ITYP,1 GLASS w0., or 136.0• 700.8" 2 2 3 3 7" T 0! OR DOOR t IA a1 m 2k8k or 1227° 1633" 2 2 3 A 18" C W TWO 1/4"0 WOOD 1/4"9 THRU DOLTS ywh a' 123' 123, 716.4' 137.5" 2 3 4 tY ."Dda LAG SCREWS @ 24" SEE BEAM t- so^ tse.1• z4o,O" z x 3 4 7" D.C.MAX,WITH 2" 3"MIN, SCHEDULE FOR Z 1- 2•x10'k THREADED PENETRATION w� ofO7G"' 00• i<0.6•- 229.0' Z 3 < 0 E0.DIST. EOUIREDMBER w "T"INTO CENTER OF STUDS 5 6 -rN 123" 137.2^ Z03.Y 3~ 4 5 7 IS' 10" EMB."T' 14 SMS @ MIDSPAN BETWEEN 14 i6 1/W.MAX FRO�����44��PIN__GUIDE SPAN TUBO SCH£OUL£NOTES, STUDS FOR TRACK TO 1"x 4" O e .a ING WAR iTYP7' x x x x "ANGLES FOR 2"xS"&2"x6"BEAMS, ^w PLYWOOD& TUBE CONNECTION 1/4.0 ALL 2. USE 2"X5"%1/4°ANGLES EOR 2"XB"&2"x10°ElEAMS. J�� � POINTS SOLID m 3. USE BEADY SCHEDULE FOR DETAIL 3. AVi t STUCCO FINISH 'x 4"x.12 " SET ANCHORS SPAN TUBE PER DESIGN 4, TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN w 8 E063-T6 ALUM,TUBE WITH 7/8"MIN SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. Ia•$ o, THIS DETAIL TO 0E USED WHIN STUD SPACING BOOSRE#ON _ 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH K SHUTTERS SPANNING h06VEANOBELOW THE BEAM•MSO-SPAN n EXCEEDS THE MAX.ALLOWAOLE ANCHOR SPACING. SLPACING AND 3' I 121 6663-TG ALUMINUM WJ NUT @!2"OX TUBES SHALL HAVE TOP BEAM LIMITATIONS(It#CLUOING SPANS, MIN EDGE #*� ANOL£S PER BEAM END, OR id14 x 3/4"SMS Co S ANCHORS ANGLES AND BOLTS,W1T11 THE SHUTTER SPAN TAKEW 2: z WALL. MOUNT SECTION THIS DETAIL MAY O#STANCE. 572E PER SPAN TUBE 6"O.C, AS 711E StiF10FTNE SPANS ABt�VE AND BELOW THE BEAM. d �../ ALSO BE USED SCHEDULE ACCESS HOLE SCALE,3"a V-0" EXISTING 6, LAPB£AMS ARE NOT ALLOWED. AT TOP STRUCTURE ALT,LEG DIRECTION 7. ALL BEAMS AND ANGLES TO Be 6063-76 ALUMINUM. g I EMBED, - ! MAX.DESIGN LOAD a x 72 PSE• BEAM SPAN SECTION a Itl ; (DSCALE,3"c V-0" FOR tftfd�k -GLASS DOOR j r" fi FOR 1457fZ SEE TABIE 2 7=17 1+ EXISTING WOOD FUR NEN.SEPARAM TO Z TRUSS OR RAFTER t!2" 3" 1/2" w am a Oq. Co)24"MAX.D.C. fl E W EXISTING FINISH °t MATERIAL 5 6 1/4"MAX.FROM PIN GUIDE -T 6063-T6 -. n t! qg.GS mX f4 t6 TO BUSHING WASHER(TYPO ALUM,TUBE W!THREE m i @ 4a� 1/4'TILE(TYP.1 1/4'.0 WOOD LAG FINISH MATERIAL SCREWS WITH 3!4"PLYWOOD mommilipwMINIMUM THREADED m , ^ 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. PENETR."T"'IN WOOD @t a ' OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRU55 24"O.C.MAX.WHERE GALV.OR S.S. t Otl TUBE EXTENO5 BEYOND 174'Oi ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN\ 1-V411 MIN,EMS. fi", EXTEND TUBE TO U 2•'x 5'"x 1/8"6069-T6 W R. OR 1/4"0 ILAG SCREW @ 9"OX.W/1-710" NEXT TRUSS. tam ALUM.ANGLE W/THREE i6 } LAG MIN.EMB. IN WOOD 5G=0.42.TO 0.55, � � .'r ��x�o SCREWS WIDTH 2-3/4" � 1/4-20 S.S.MACHINE SCREW? 1 a w COP1R61#7TA"LiEAtlimaE 12"O.C.IN BETWEEN TRUSSES =H m MINIMUM THREADED g0iS OWtT CONCRETE, WITH t/2"0 ACCESS HOLE ON m PENETR."T"IN WOOD @ 15-2336 HOLLOW BL CKK OR 2"x S'x 1/8•'CONT, BACKSIDE DR TpBE OR id14 SMS X z a Zm EACH RAFTER OF TRUSS, scale W�0000 FRAPL NG.SE ALUM.ANGLE Ib063-761 @ 6"O.C.MAX,!N BETWEEN q U a q C ON TYPE OF�STTRUCTURE £J N~ ANGLE EXTENDS HBEYOND PAQeaESCgiPTiON, ¢ LAST TRUSS MORE THAN (i�MA"X.DESIGN LOAD x 72 P.S.F,) 6", EXTEND ANGLE TO a A L ����� NEXT TRUSS, 9e� PASS THRU DETAIL IMAX.DESIGN LOAD t 72 P.S.F.) H SCALE,5""T-0" TRUSS MOUNT SECTt4N O SCALE,3"a 1'-0" g7NWg I 6Y1 GLASS OR - 000a 2,. • --*.,:, FOR ASg�53ENllpl � •'• 2 .• I s sfE rw� � n � — GLASS OR z GLASS OR 4&F HNI2 - 000 40^ DOOR m \ 2 FOI NLN• w J --- 1 --- -- 1---_ t� fOR w 0' FOR C' �� SEPARATION TO(SASS f,m 1 - � 1.�� 0Fm �BLQ a > a o iAlitE�QR 1-u N- �� ~w \'• N Z~m I i ' O <zK wpm =Zwa S£Pl O5,5 TO vVt N 0. i SEPMr�710N TO N F '� X o0 GUSS = 13 Z o En ay _Wi �3o Wiaz v'v u� t3 s~ m 13 w = Cl CONNECTION TYPE a AD US HEADER MpUNTED a W O+ a PA ELEVATION U� < J O V REFERENCE ANCHOR Q u1 L to Z o I 1- SCHEDULE FOR SCALE:3'= 1'-0" to a 29 a s SPACING a.j .250" .Ni 9 3 7'rT .250" 'CON bl - •tom Ncc 3 tuy I/4"0 TAPCON 2I Cfi CONNECTION TYPE 10 oma g 4 O.C.WITH 1-1/4';MIN. REFERENCE ANCHOR I 0 o o L v` `EMBED,..• ! SCHEDULE.FOR MAX. m f / SPACINGI �gEXISTgING CON1C�ETE OR E r EXISTING / a0FiR7ONY. G OA CHORS / j STRUCTURE----- o n S ✓l EXISTING HOST STRUCTURE •`OT ACCEPTABLE / O WALL MOUNT SILL DETAIjgISTING FINISH m 1/4"MAX.FROM PIN ^ml \ SCAT 9"0 1'-0" ^A TERIAL GUIDE TO SHI sr. SS'' DECORATIVE FLOOR TRACK DETAIL 5 R©CUT IN ti'INTERVALS i1r:•ti == w�ti = WASHER ITYP.) \ •- 'V` 0 FOR U E(SEE u, "I \ y O'SCALE i 3•'=1'-0" NAIL PI FOR ADDITIONAL B K a, O tl RECESS SILL DETAIL YO , ;�SCALE,3", 1'-0'• \` ` INFO), TY .T &BOTTOM, 3 g . �\ FASTENER( EACH W'CUT ® 4 { SEE ANCHOR SCHEDULE GAS ED 1/G"MAX.FROM ON C4 CONNECTION TYPE r0 "_.,r�m • �:,i?' m r` VERIFY ANCHOR SPACING ;�UC•i o �' of PIN GUIDE TO IS ACCEPTABLEy}y,y ^� GUSHING WASHER ITYP3 - m ''u i?ti•+'>�' ob 4 4 7 4 d -,.,Y�.� ~ Ile zd 'r inU 11 a b (il J ?+ e ( ,\ / / °' .•e.......,,ma.-v�'.a` N o vv b v n b 31 oo..l 1/4"MAX.FROM PIN GUIDE TO BUSMI G WASHER TYP, rr®® 's 1/4-20 MACHINE BOLT fay r' STRUCTURE •� W/NUT p 2"O.C. ��yy -'"`'"`�) 19 CUT AT INTERVALS T EXISTING FINISH NORM CURVE(SEE DETAIL P�®! MATERIAL IE CONNECTION TYPE EFERENCE ANCHOR _ SCHEDULE FOR MAX, - 1"xt"x1/B" 1"x2"X7/B" SPACING(FASTENER s $ 1J L @ EACH-4"PIECE g 6063-T6 LUN.A G E[UT TO 1"x1"xt/0'• 1"x " 1/ @ nA - MATT���.C�I�1rH ANO ROVID EspuPTRUsPo�xr �} 60GT3-HT6�A�LUpMq.Af•�wcl/p CUTP TqO pO CURVED TRACK SECT)ON DETAIL FRONTTOF O1 ALUK.ON ISE O S II OF CST SHUiI'EAVEXT USIONST SCALE t 3"e 1'-0" P2 u U0 XT 11'11` FROMEOW.,. T ANO BACK.WJ iSRE CONTINU US REIINFORCEMENT FRo T OF EXT UMTS YM IS NOT REQ )R O. - dNTINUROOUS( NFORCEMENT yq NOT O N �yg' APPROyygQ��MOUNTING Fpj MM N B PIECEITION,MIN.OF TWO PER B P E E TION MIN OF TWO PER wvnacxlFONOu�nnot+R AFyyP��P ONNVEO FIAH{STE��ryNry¢¢ AMrN1O F EAppPppPR��ONNVED FASppTE�M1�N��INEE1R AND 15-2338 PIECESPA FASTANERSPERMCUTOF PI4EICOEFAST�NERSPEwF1MCUTOF r+nceoesrntr+►taxz - TYp. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS PI SCALE:3" V-0' SCALE:3" 1-0" i g ANCHOR SCHEDULE; lCONCRETEfjX P.E i r....-�...v�..>:..:,..::� -1r:...::_,,..e:_.-.,.•. 2 x S(TYP.1 a!!! E994 2 x S!F��OUTSIDE -"2.5"MIN EDGE DISTANCE TOP FLANGE ANCH17R(SEE SPACING Spans Up Tp 6'-0" SpapsWT08`-0" SDaRS Ua To 1310" SECTION kk) r G a COHN TYPE CONN TYPE CONN TYPE ?+ O z ANCHOR SSI Cl C2 C3 of CS C6 Ci C2 C3 C4 C5 CG Cl C2 C3 C4 CS CG 114"17W TAPCON OR ELCO 48 16.0"116.0"16.0"36.0" ISA•`16,0"360•'36,6"10.5"10.0"3681 33.0"15.51 16,0" G,5" 6.0" 9.S" 9,0" O O O ULTRACON WITH f-0J4" 62 16.0"14.0"12.5.12.0"16^6"14.5"16;0"16.0" S,0' 7.0" IJ,O"10.0"13.0"10.0" 5.0" 4.0" 6.0" 7.0" i ENDED(3192Psi FRN LONG) '" " 4: "1 3P'1'.5"15;5'ib: 9S" 9.0" 9.0' '9:0"'�:D"' 5:0' 'G:0' 1 x 5 tTYP. 1 x S @ INSIDE 3 OR�H£ADEA!SILL 't BOT.FLANGE ANCHOR(SEE SPACING �(y 114 ]4.5"54.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7,S" 4.0" 9.5" 6,0" 7.5" 6.0" 5.0" tI SECTION X) � • . `-• 200 7.5" G.0" 5.0 7.5 6,0 5,0 7.5" d.o" 5.0" % nr 514"MILtENiUN MtLtfASt 48 26.01 56.0"16.0" 16__0"16.0"16.0"]G.0"16,0"11.0"10.5"16.D"5.1,0"Ia.S'"14.5" 6.5" 6.0"19.0"19.5". SIDE CLOSEST 70 OPENWG f/// "� (��`•,E WITH 1-314'ENDED(327Sps1 62 16.0"16.0"13.0" 12.0" 26.0"15.5"16,0"16.0" 0,0" 7,0" 12,0"31.01,70.0" 90" S.0" 4.0" S.S" 7.5" f/ ��"U�1l MIN CONCRETE) 72 14.0"^16.0"10.5" 9.5" 16.0'13.6"14.5"14.;5" 6.5" 6,6" 9,0" 915" 0.5" 7.8" 4.0" 4.5" 6. NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. 7� W M`a'0 a 110 13.0"13.0" 6.0" S.S" 8.0" 9.0" 8,0" 7,0" 4.0" 4.5" SA" 6.5" S.5" 5.5" LE. a U�6�T> zoo G.s" s.s" s.s c.s^ s.s' s,5" ss" s.s' S.S. SPACING DIAGRAM FOR Ci CONNECTION TYPE: ({ 3 48 168"16.0"'16.0"16.0"168"16.0"168"1G.0"16,0"15.0"1b.0"i6A"'26.0"fS.O"10.0" 8.5" 12.5"14.0" - Cl CONNECTION TYPE USING PIECE(3J 4R Q �1� L to N z o u 114'FLCO CRE7EFLEX 554 � N W 4 V//2"EMBED(335apzl Ff1N b7. 1 bA"16.0"368°i6.a`•1601 16.O"16.0"16.0"320"10.5"16.0"368"14.5"13.5'• 7.0" 6.5" 0.0" 11,0" v± CONC) 72 I6.0"16.0"IS.S"14.5"16•C'16.61 16,0"i6.0"10.4"8.5'-12.$"140"12.4"10.5" 6.0" 5.0" 1 9,S" ~W 16.0" 9.0" 6.0" 31,5"13.0"12.0"i0,o" 6.0" S.D" ff.0" 9.0" lo.o" 0.0" S.0" a.0" 5.D" 0.0" 7 1 8 COMBINATION 20.8" 5.0" 4.0'• 5.0" B4O" 10.0" 8.0" 5,0" a,D" 5.0" 8109. 2 x 5 T 11 ! COMBINATLON o w`� Y „"�'• Y"MIN OTBTANE "'; ,..,"' ., 9 / 1a COMBINATION ti p 4z 314:11'Yl TAPCON OR ELCp Ci [2 C3 C4 C5 C6 Cl C2 C3 C4 CS C0 Cl CS C3 CaC5 CG �; 0 a ULTRACON WITH 1-3141 48 16.0"16.0"7.5"171511116.0"17.51, 160"1610" SO, 4.5" 1G,D" 5,5" 1S.D"15.5" 95" Y }'"� • ./ EMBED(3172ps1 MIN[DNC) S2 16.0"56.0"S.5'" 5.5" 3G,0"6.0" 16,0"16.0" 32 S" ' - " 6,iT' BED(3192ps1 MIN GONCI , 3 %t°j1' .•+ ( DY 130 10.0"14.0" eS" a 5" 7,5' 4.5" 7,0" b,e" ""� 1 5 T Pa 2 x 5 ITYU t+ I 200 7,0" 6.0" 7.0" b,4" 7.0" 6.0" 1/4'MILLEHIUHMILLFAST 46 16.0"16.0"130"13.0"16,0"53.5"16.0"160" 8,0" 7.S" ib,6" 9.S' 315"IL.S"n.$" n.0" 7A" 6.S" N07E" "S"INDICATES ANCHOR SCHEDULE SPA dNG, U)y k N* W17H 1.3/4"EMBED(3275pS1 Gx iG.a"16.0"9.0"" s.5" 16.W IDS-14.0'is,0•' ss" so" 9s1 7.5^ e.o^ 7s•' n.$^ s,o" SPACING DIAGRAM Fy)1' FOR Q & C4 CONNECTION TYPE; W Y MIN CONCRETE) 72 ISO"16.0"7.5' 7,0" ISO,9.5" 11.5"11.5" 4,S" 4.0" 7.0" 6.5" 6S" S,S' 4.5" 1B " - C3 CONNECTION TYPE USING PIECE 00 WITH OUTSIDE 1-� m 110 10.5"10.5"4.5" •4.0" 6.0" 6.0" G.5" S.S" 4.0" S.5'" 4.5" ANCHORS ONLY o 200 5.S' 4.5" 5.5" 4.5" 5.5" 4.5" -CA CONNECTION TYPE USING PIECE(ID OR © WITHI/4'ALL-POINTS SOLID-SET 1-114"MIN EDGE DISTANCE 1 OUTSIDE ANCHORS ONLY Qs e4 t`3 ANCHOR W/7ja"EMBED& C3 C2 C3 I CA I C5 I C6 I G2 I C2 I C3 I C4 I GS I C6 I Cl I C2 C3 C4 CS 6 ANCHOR NOTES; 3/440 SS MACHINE SCREW 46 70"18.0"9S" 9.5"116.0"1101011116.0"116,01601S,S"116.0"1 7,D" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" L7 (3000p54 MW CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 0.0" 13.5"19,5" 4S" a.0" A6" S.S' 7S" 7.8" 4,0' 3.S' 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING E 72 140"16.0"5.5" 5.5'" 16.0" 7.0" 30.5"11,0" 3S" 3,5' b,5" 4,S' 6.0" 5.5" 3.p" 3,0" ONLY.ALLOWAOLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST Be •1 tiMSTEO TO THOSE SHOWN 1N TABLE 3 OR 3 AS APPLICABLE(PD 1). �••"` W"' 1"y-1 110 70.0"10,0" 3.5" 1.0" 6A" 4.5" 6.0" S,0" 3A" J,0" 5,0" 4.8" .tom 3 n 200 5.0" 4.0" Soo- 4.0" 5,0" a.w' 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o ' S"MSN EDGE 01STANCE ANCHOR TYPE AND EDGE DISTAF(4ICE.SELECT DESIGN LOAD GREATER THAN OR 3/4'ALL- 50tID-SEI EAC TO NEGATIVE DESIGN lAAO ON SHUTTER AND SELECT SPAN GREATER a1 R ANCHOR W 718'EMOC•D& Cl C2 C3 CA CS tb Cl t2 C3 C4 CS C6 CI CY C3 C4 C5 C6 THAN OR EQUAL TO SHUTTER SPAN. o Y/4.2D 55 MACHINE SCREW 48 16,0"i6.0'ib,0"36.0"16,0"26.8"26.0"16.4"14.0"13.0"ibA"56.0"16.0"160" 0_5" 7,5" 11.0"128" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, (3000psi MIN CONC) 62 16.0"1616"ib.0"lS.O"16,0"168"'16,0"26,41 20.0" AO" 15.0"13.5"12.5"11.5" 6,p" S.5" 7.0" 9,0" 72 1b.0"16.0"13.6"1281 Y6.o"!68"16.0"16.0" BS" 7S" 310"12.0"10.5" 9.0" 5.0'" 4,5"' 5.S' B,D" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM Cr90 HOLLOW CONCRETE •� 230 16.6"36.0"8,0" 70" 10.0"2118"50.5" 9.0" 5.0" a,5" 5.5" 8.0" 6.5" b0'" 4.0" 15" 4.5" 6.S" BLOCK OR WOOD FRAMING.REFERENCE,{NCHOR SCHEDULE FOR PROPER 200 D,5" 7.0" 4.0" 3.5" 4,5"•6S"ei.5• 7.0" 40" 3.5" 4,5" B.5" 8,5" 7.0" 4,D" 3.5" 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENT7FICATI0t4 OF 1/4'POWERS SS DROP-IN 2-5/B1 MIN EaGE DISTANCE CONNECTION TYPE. W!1)428 SS 8017 ANO Cl C2 C3 04 C5 C8 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 L"EMSEO(3000PS1 MIN 48 168"16.0"2610"16.0"116.0"116.0"j,16§160"10,0" 9S" 16:0"13;0 i2.0'_'12.5" G.0" S.5" 7.5" 9.0" S. ONLYONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE CON[) 62 16.0"16.0"12,0"iL0"16.0"14.5"' 5 16.0" 7.S" b.S" 10,0"18,51 8.5" 0.0" 7.0" , 72 " 6, THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED _list 44_.'16.0"9.5" 9,0" 16.0"1215"12.0"12,5" GA" S.S" 7.5" 9.6" LO" 6A' 6A" lNACCORDANCE WITHMANUFACTURERS'RECOMMENDATIONS,EMBEDMENT a2 110 11.0 1181 5.5" SO" 0.5" 8.S'• 7.p" 6.0" 6.4" 5,5" 5.0" LFINGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 200 S,5" S.0" 5.5" 5,0" 5.5" 5.0" Pl NSINES, 3-112"MEN EDGB DISTANCE ,x ' 114"POWERS 55 DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS U W/1/4.20 SS 8DLTAND Ci C2 C3 04 'CS C6 'CS C2 C3 Of CS, CS C1 C2 C3 C4 CS C6 VARY,FIELD VERIFY THAT FASTENERS ARE INTO/(DE UATE WOOD FRAMING 1•ENDED(3000ps1 MIN 4B 16.0"i6.0"16.6"16.0"Ib.4"16.0"1&0"16.0"3L0"10.0"1610"1481 23.0"13.8' 6.5" 5.5" 0.0" 9.5" `- - FIEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD TS ACCEPTABLE ONLY FOR gt CON SIDE CCO�tHtE PIECES. - h 62 1bA"2618"13.0"32.0"16.0"15.5"16.0"16.0.1 80" 7A" 10.5"11.0" 9,0" @.0" S.0" 5.D" 7.S° 72 16.6"16,0"HIS" 9.5" 16.0"SIS"230"238" 6S" 5.5" &D' 95'• 7,5" 6,5" 6.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER � � �•o- • 210 128"53,5" 6 .4" 5.5" 7.0" 9.0'• 7S" GS" 6,5"' 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.))WOOD STUD.3/4• 200 6.4" 5.0" 5.5" 6.0" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, 1.AG SCREWS SHALL Q' 2'MIN EDGE DISTANCE I HAVE PHILLIPS PAN HEAD OR HEX HEAD. r� g125M$W!2'EYEWALL Ci C2 C3 G4 fS W C3 C2 C3 C4 CS CS Cl C2 C3 Ca CS Cb 9. MACHINE SCREWS SHALL HAVE MINIMUM OF I/2"ENGAGEMENT OFTHREADS IN COPY(BNIFAM1'OCLCWUAOORE ARNos,INSERT W/r ENoEO 48 i6A"1610"13.0 138'•16.p"13."16.0"i6.0" 0.0" 7.5" I6,0" 9.5" 14,5"1S,0" S.0" 4.5" 9.0" 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000ps1 MIN CONC) HEAD(SIDEWALK BOLT),U.O.N. 15"2338 61 55.0"16.0" 9.5" 9.0" 16,W'lOS"16.0"16.0" 6.0" 5,5" 32.5" 7.S" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" 72 16.0"16.0" 0,0" 1.5" 26.0" 9.S"114.511115.0" 5.0' 4.S'9.6" 6.5" &5" 7.5" 3,0" a:5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE, 110 13.$"13.5"48' 4.0" JS ' 8"" 7A" 3.0" 4.5' 4.0" AO" 5,5" 3.5" 3S" * DESIGNATES ANCHORS WHICH ARE REMOVABLE SY REMOVING MACHINE SCREVd, PnoeoESCn1Pi2DNi - g _ 200 7,0" 5.5" " 7.0" 3.5" 3.5" 7.0" S.S" 3.5" 3.5" NUT OR WASHER WINGNUT. Nit5Ft5W/17S"EYEWALL 48 160"16.0"36y01b.0" "16.0"L6.0"13,5"11.6"56.0"14.6"26.8"1&0" 7.0" 6.5" 1i.S' 9.5" 20. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, "1133ARMOR INSEATWJ 2.5" 62 16.0"16.0"13.5"13.0" "16.0" 6.08.5" B.0"isa'11,0"13.51 2250" 55_' n,5" 7.5" 7.5" EHDED(2000psi Mt CDNC) 72 16.0"36.8"31.0"20.5" "16.8"l7.0" 6.5" t2.5" 9.5" 21,0" 9." 4.5" 4.0" 6,0" 6.0" 11, WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO 1YU" 4.5" 4.0" 5.S" 6.0" 9.0" 7.5" 3.S" 3.D" 4.5" 5.0" DRILL INTO HOLLOW BLOCK NOR SROOLD IMPACT DRILLS BE USED TO INSTALL9.0" 75"' IS" 3.0" 9.0" 7.S" 3S" 3.0" 4.S" 5.0" 4,0" 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK SpansSp3ns Up To 13'._E CONN TYPE CONN TYPE l� � C4- mum ems® c�� ��m� cmV MIN EDGE DISTANCE I TIM E�7������t'�®�f�9r//r/i�t�ii®[E9�`/f1/'/li,� ���3iilr///��Q�[k� �%I� lt7���%!//,�Fi9i• � ■CifL"f����K'�O�t�Ii�t�t'L•�C����Mt'F�fC�[��C+��lC�3�C�1�i�7Es7��C�l�t�ts'��tC� � fL�OYlIit� 4Z�i' /r/��• c� �/if�il/r it � ' � �i��' ' ' ��' c� ,�.•..:.,.. r /f,. ,�Ir / � rr sm.���irl i �� flr, F'L131:f3S'Q fi�3. '�tS'�S$iil :737Q ., • ...,,.....,.• ���" ��/�l//r��E��D•,��/'I�///ii��r%�rr!r//,1i'L/rrr/oE!!/�5Irr.1/%E1/�////1/l.•�Fr1[1�/�rr/i/iIiflr%lXCrrr3r3�/r5ii;/!/f/!//irrl r%i/1!i/�/l/flr//�I/r'/r%r/f�fa/Ii,/;r/r%i%////i.lfli�/ira/li�a/r�r�iar/i;F��l®r�/%l�/®!/1/'!i%�r[r3i�51r�lj[rr�r/,i,i�.%/r•l/'/,��%//iI���,11r{!f//f1/�%Gr/i%/%,� IN Is lf/ilr�GfrfflArl�r!/i/r,rr�lrrrr�lr/M/l//iiIa� itiiiV/011 OWN r%r7r//7�/%lllf M/U!/0�W E/R %/// %�%lir/rr lr //l/ l/%/// l�rr/l/i - J" ' �. ' ilii/ii /ifi/iii/m�� •' � iri�rl� rlirf � �rl� i/rr iirlr.,�ir�r�irr`r�ilrri�r/�/.,riiir�riiirm ► ��� ' iarr�iiiiri W �riiiiii�i, ANCH. �>� '_""""•'•` QIP%%//�/r//..�%//l/'///Ir/%%!/l/'///%l%/%//%///r/%//////'//%i%/////„�"rlrr/,%rf/%'/////r////%l1///,%//��!%'//%/ir,%/////r/�%i'//%/i%///%//"//// %i/, %1%/G.'/////�%���% ��®®S3!®t�fl�©OR�immR70D©C.�Ea[�dC�mC'�70EF�©tom©Cs•!C� . R�@�ID��€i��®����E�E�;'/frll/%/r/%ice •' f��[�E�ai1 •' �� �C3i VN w#� E Jr!!/%/11//1u %flfrr,J//f/.%/ 1/..�E�i1fE�Y���ii ���'/!r%iI/rrrr ■ KmmFmm,�,��� iiii iioii/ii f%rlJri.%%/�i.%!r/r�%/rrll//!/fr/f%rrrllffr/fiif/f/1�/1f/rl!/frfl,%r/11/r/fr//%I!/Ifr,/rrr/r1%///l�E�i1i///%'!r/s%///lam %rlr/%r///lrllr/I//,.��3ii%/1/rf,%Irr//%1l Qpq /ir/% Iiiltitl `t RL 9 , �1 E' p ANCHOR SCHEDULE: WOOD (G=0,56) ,�,d ' ��• ���� A,CLOT PgT,HE ULE: HOLLOW CONCRETE BLOCK (CONT.) 3/4'•}SIN EDGE DISTANCE „✓.••--•-'�..,• 2"MINEDOEDISTANCO S ypnns 1p TO 6'-0" Spans Up To D-fl ( � 9IJ G-"y'"'' Srnns IJn 7p 0'•tl" 190-5 U To B'•" 5Pans UPJg}3••0" LOAD CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPE T ANCHOR (PSI) Cl C2 C3 C4 CS Cl [2 C3 Cq CS Cl C2 C3 C4 CS ����1}1 Q U l'1 °' I HE ANCHOR 'SPEtj'•CS C C3 M-•" )' '2 C3 Cd CS C! C3 C4 CS L"1 o k lj4"1AG SCREW lV37T51.3/d 4H 16.0"1600 13S"21,5"SG,O"16.6"360" 7.5" ?.6" SG,O"16.0"16.0" 4,5" q.5_15.0" 01�d 1/4"POWERS TAPPER+W/ 140 15,5"15.5" G.S" G,S" 1S.S"10.5 3U.S' 4,0" 4.0" 10,5" 6A" 6.0' MINTHREAD PENETRATION 62 16.0"15.0" 8.5" 0.5" ]G.0"S6.W'16,0" S.Y, 5.5" 16.0"16,0"15,5" 3,5" 3,5" O 1-114'ENDED 62," .O" " H.6" 5.0" 4,5" M4.0" 72 16.0"16.0" 7.0" Xa' 1G.0"1600 36.0 4.5' q.5" SS,q"34.0"12,5" 3.0" 3.0" 7,5" ~ ly �^ 72 lo,S"10.5" 4.0" e 9.D" 6.0" Q-�11th111'D !30 16.0"Ti.0" 4.5" q.0" ]3.5"Y4.0"}2.0" 3,0" 2.5" 7.S" 11,5" 9,S" 2,5" 2,0" G,0" ff�S 210 3.5" 5.5" 200 11.5" 9.5"' 2.5_2,0" G.0" ITS, 9.5" 2S" 2.0" G,0" 1i.5" 9.5" 2.5" 2.4" 6.0" O Ufa sc 200 'u9, 7/16-WOOD OUSNING WITH 48 16.0"16,0" 9.5" 9.5" 16.0"33.a"13.0" 5.5" 5:0" t3T0" 7.5" 7.5" 3.5" 3;q" 7,5" a W 1152 SMS Wl2"fYji ALL 40 15.0"16.0" U. 0.5" [6.0"3300 53.4" 5.0" 5.D" 32,5" 7.5" 7.5" 3.0" 3,0" 4.5" I,13'I41N ENDED 3/4.20 62 14.5°34.5" 6.5" 6.0" 14.5" 9;5" ]0.0" 9.0" 3.S" >m AkMOR1H5ERT.5V/1.1/4" 62 }4,S"14.5" 6.0" 6A" 14_•;•S" 9,5" 10.0" 4.0" 3,5" G,0" S.0" 4,5' 3,0" Ij SS NAcrIINE SCREW a .� 72 12.5"32.5" S.5" S.0" 1I,0" 7__S" ZS" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0 2,o" r SNEED_ 72 12.$"32.5" 5A" 4.S" 11.0" 7,5" 7.S° 3.4" 3.0" q.5" 4.5" 3.5" Oo ,� 110 7.0" 7.0" 3.0'• 2.5" 4.0" 44.1.1 3.S" 2A" 2.0" 3.5" 3.0" i k SStl 7.0" 7.0" 30" 4.0" 4.0" 3.5" 3,T' 3.0" O Y 200 3.5" 3.0" 3.S" 3.0" 1i 200 3,5" 3.0" 3.5 3.0 3.5 3.0" 3 1114)5)14S C34 WOOD SCREW •18 16.0"16.0"1300 33,0"36.0"16.W'16.0" 8.5" 8.0" 16.0..16.0"16.0" 5.0" S.0"]2.0" (� WIT151,- MIN THRE b+ 62 16.8"SG.O" 0.5" 9.S"]6,4"1fi,4`"16,0" bA" G.0" 38.0"13.50 52.5" 4,Q" 3,5" ANCHOR SCHEDULE: GROUT-FIELLED CONCRE'T'E BLOCK PENETM ION 72 16.0"16.0" 8.0" 7_5" 1G.0"36,0"}6.0" 5.0" 5.0" 32.0")1.S"10.tl"3,5" 3,0" 6A" ^Ii! 110 16.0"16,0" S.W. 9.5" 14.5"31,0" RS" 3A" 3A" b.6" 9.0" 7.5" 2.5" 2,5" 9S" �tU P 4"MIN 9009 DISrANCO ��yq( o ANCHOR &At �n,q yp Rg I�65:���g 1�' �p�,p+y,pp •S" 2,5" 2.5" 4,5" s " LbAb 6 bpll�'13C4 SCS ! 160076.0"16.0'I C5 16A"3G0'01tl.5"P C4 15.5" ANCHOR SCHEDULE:LIG' yg g„g+{d�S'(G=0.42)2.5" 2.5" 1.5" 9.0" 7 N g Ct . Cl C2 ClC3 CA CS ClC! C2 C3 C4 C5 C3 C2 C3 CA CSG1� 5/1 G 1TY/TAPC011 XL 1V/ 46 1.o 1. r. • 2.114"MIN.EbioEO 62 36.0"16.4"u.a"SG.4"16:q"1610,1116.0' 52.5'23.5"36.0"16.0"36.0" 8_0" 7.0" 30.0 3/4"MIN EDGE DISTANCE -^,e 72 16,0"16,0"16.0"i5S"16,0"16.0"1G,0'"10.5" 9,S' 15.5"14.5"12.5" 6.5" 5S" 8.0" �'j Spans Up To 61•0" Spans Up To W-0"LOAD! Spnns Up Yp 13'•0" g a ( r 110 i6A"35.0"10.0'• 4.b" 10.00 l4S"32S" 6.5" S.5" 7.S' 52.0"SQ.O" $S" 4.5" 6.0" ¢�' ANMOR ��0 CONN TYPE CONN TYPE CONN TYPE --••••�� Fq r�n 200 12,0"30.p" S.5• 4.5" 6.0" 12.0"10,0" S.S" 4.5' 6,o" 32.0"20.0" 5.5" 4.5" b.8" kG Cl C2 C3 Cd CS CF C2 C3 C4 t5 C] C2 C3 C4 C5 �•'Y""� ,cj W p 5/]G'ELCO ULTRACON W/ 40 16.0"1b.0"13.5"13.5"16,0"16.0"I6A' 8.0" 7.5" 16.0" 0.5" 9.5" b.0" 3/q'TAG SCREW WITH 2.3/4" 48 1G.0"16,0" 9.0" 4.0" 1G.0"16.0"lG.O" 6.0" 5.5" ]6.0"1c.D"16.0" 3.S" 3.S' 30,0" E 3 E Wmpi 2.114"MIti.EM0E0 GZ ib.0"Sb,p" 9.5" 0.5" 1G,0"22.0"12,5' S.5" S6" 0.4" 6.5" 6,0" MINTHREAD PENETRATION bi 3G,0"14.5" 201 .S" 6,5" 36,0"16.6"i6.o"4.S' 4.0" 33.5"1t.5" t 72 16.0"36.0" 7.S' 7.0" 14,0" 9,5" 9.S" G.0" 5.5" A 72 16.0" .S" S.5"116.0"116.0"116.0"13.51' 3,5" 10.0" 9.5" 0.0" 2.5" 2.0' S,0" aTT Ute{ 0" S" L 130 8.5" 8.S" S S. 130 150" .5' 3.0" 9.4" 9.4" &a" 2.O" 2.0" 5.0" 7.5" 6.0" 2.4" 4.4" " 200 200 7,5" ,0"' 4.0" 7.5" 6,0" 2.0" 4,0" 2"MIN EDGE DISTANCE t734 SMS 814 Wow SCREW 48 36.0" .5" 9.51• 160" C3 C2 C9 C4 CS Cl C2 C3 CA C5 Cl C2 C3 04 CS u OR 114"l;OWERS TAPPER* 62 16.0" .0" 6.5" 16.0"34.0"]5.0" d.5' 4.0" AS" -- -• •- p,W1TT11.3/4'MIN THREAD G.+ N12SMSW/2"EYEWALI 40 16.4" 30.5'16.q"i6.a"'16.0" 6.5" 6S" 16.0"32S"22.5"4.0" 3.5" 7.5, r� PENETRATION 72 !6A" S" 5.5" 16.0"11.0"115" 3.S" 3S" 7.0" 6.5" 5.5" 2.6" 2.0" 3.S" O ARMOR INSERT W/2'ENDED 62 ]6,0"1211". 7.S" 7.5" 16,0"IS.S"16,0" 5.0" d.5" 30.5" 9,0" 0,0" 3.0" S.11" yr 110.10,5" 5" 3.0" 6,0" 6,S' S.5" 2.0" 2.0'" 3.5" 5.0" d.5" 2.0" 2.5" 6.Q" SG.O" 7.S" 7.0" 6S' 4A" 200 5.0" 0" WZ11,2.5-' 5.0" 4.S' 2.0" 2.5" f 110 ____-``GGG✓✓���-_-(CCPP���_-_ 200 6.0" 5�4" -7.0"--6.tl"-•5.03.0'=-G,0".S.d� 3A" - ----- -- - - - - - D 3 • - - - - ����� pia- - - - Ya ANCHOR NOTES:SEE SHEET IbPYRK4115R0atLB*.WU1tlOPE 10 FOR ANCHOR NOTES. .15-2338 �• SCALE. - pSSS PACEDEBCAiPTIONt e N nlHrltill EDGE OF ACCORDION LZ"MIN FROM SHUTTER BLADES EDGE OF f SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADE rE 0.125, 0.125, 19ST OF ..'A, U1 .30.032" 00 x I 34' IN w I & 2.87510 HOLE TO RECEIVE ROUND .TYPICAL fd TYP12A Z _%%`INDOWASS9MBLY = 2 02,875" 2.875-0 HOLE(TO RECEIVE 01250' ROUND WINDOW ASSEMBLY) to)re MAXIMUMWINDOWS 0 w LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE IS. SADIC PLASTICS SIX 143IT-UL-94HB T_ OIL.T. /-2-'\LIGHT-N-VIEW WINDOW x ROUND WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV 12"MIN FROM eOdE OF SHUTTER, EDGE OF ACCORDION TqP OR BOTTOM rs UTTER 9LAOES tfj m Iw.�1RE�TANGULAR PDOW ASSEMBLY i /7*'� BLADE W/ ROUND WIN'DOW L `1'* 0 0 0 9 D 0 DION \,�3 N.T.S. EXTERIOR ELEV SHUTTEREILADES 0.145'- 0.145' 0 0 0 3.S'MIN TYPICAL co 0 a a Ail 1.500'x 6,0001 OLE(TO RECEIVE RECTANGULAR T- o WINDOW ASSEMBLY) 1.500'x 6.0001 HOLE(TO RECEIVE 161, MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE .093 020" _'�RECTANGULAR WINDOW I . '3 co \��3 EXTERIOR ELEV 0.500. OTA. �-,.S-4 4— -J — - RECTANGULAR WINDOW (-7 - RECTANGULAR WINDOW NOTES. 3.S"M3N. --- ASSEMBLY {EXT')TYPICAL A 145" 1. THE RECTANGULAR WINDOW SHOWN IN 1 5/13 IS MADE FROM GE XLID LEXAN WITH 0355, 0,07V MINIMUM IRRCKNESS. ri c iii "T i®r 5f L FRAME FOR RFCrANGULAR WINDOW MAY 0.145 06 NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.1611.ATTACH TO BLADE WITH(6)04 SS SCREWS OR -0.177' .3 BOLTS WITH NUTS, 5-2 L33 1891 SECTION A-A 7-71- BLADE W/ R CT, WINDOW RECTANGULAR WINDOW �3 EXTERIOR ELAV M3,/N.T.S. EXTERIOR EtEv �3