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F19#da Building Code Online R E C E I'.`7 D SLP 2 0 2617 Page l of 3 r {- rt'•c+;7•aar;......t.� r ^r. Ylc ti't •i•ar-•,,:o-••- •-�• » �,�'•�y„�`="it .�r�cG7�r`�vi-'S�L7,•`.��is���Y"fjYj, t���'V..� � '`� ,g� '� rr+ t •� �_�`r1.r+S `�...�• f�t �. �'tt• tttci. S .✓•^`. ii �� .r... �f f. ,�.•S4� i�� Cn. . awt+�.� {,Z� R r�-,~�� Ml'�+z A. .�'`n �.:, - •y� _�i atf-'.$�% +.&art J¢� Y�zr.��i,Z ;i'�` ::•t��F1 �. + t/ — r �1 0�,,,�Q • �,, q �/�1�N.�, n.,Q_ �YS-t'{ti ��'T��3�r'3=���•y��g�' �1:.... .+.�• .5 ';� -(�s� :-�.L����vtiY-�4.�5.k.+�r.'m�•r�s '.SS•u:t5>r��17"�yC�iaaf!{1�.� RMIRWA Bcls Home Login user Registration HotTopies Submit Surcharge Stats&facts i Publication i Fac Staff SCIS site Flap Links i Search Florida „r JuPproval Public User CMPY Praduct Aoproval Alen>Product or Aopltcatton Search>Application List>Application Detail FL# FL13757-RS Application'type Revision Code Version 2014 Application Status Approved Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 I tomj@tc-alum.com (r 7) i0 Authorized Signature Frank Bennardo t tt frank@engexp.com ,Technical Representative Thomas S.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 Architector a Licensed Florida Professional Engineer Evaluation Report-Hardcbpy Received Florida Engineer or Architect Name who Frank L.Bennardo,P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 — ._._. _..._..._._.___-_..._._... .. -•Valldatdd=8q ._.._.. ,»._..------•---__�;ORIIANDO�L:BLANCO�•P:E:.--s-...__.____.....-.......�._.—...._....._.__-_..... C'1 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 115 COI Indep 2.adf FL13757 R5 COI Indep 3.12df FL13757 R5 COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 -t_u._.--rrn_ .�y_y ..-t-':--- ---_.�___.i---- ____ J.u1 ...._..n....,«.,,,..,-.,./�L'`CI'S2"(lti:rt•TlnYrrrlr7<rX7illrnnZrhmR 17/71/'x(11�, x Florida Building Cade Online Page 2 of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By. Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.Ddf FL13757 R5 Equiv Equiv 3.Ddf FL13757 RS Equiv Eguiv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04121/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# I Model,Number or Name Description 3757.1 116.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use installation Instructions Approved for use in HVHZ:Yes FL13757 RS I1 Dwg.adf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,P.E.PECO46549 I Impact Resistant:Yes Created by Independent Third Patty:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval.ocif (! span/pressure combinations and additional Ilmitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter LargeMisslle Impact Resistant Accordion Shutter System Limits of Use Installation Instructions I -- Approved for use in HVHZ:Yes FL13757 R5 II Dwq 2.odf j Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,F.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes. Design Pressure:N/A Evaluation Reports Other.See Installation drawings for allowable FL13757 RS AE Eval 2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level for use with essential-facilities and windzone 4 applications. Limits of Use installation Instructions Approved for use in HVHZ:No FL13757 RS II Dwq 3.odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:-1.110/-1.28 Evaluation Reports other:See product drawing for additional Information, FL13757 RS AE Eva[3.Ddf anchorage,.etc. L Created by Independent Third Party:Yes Contact Us::2601 Glair Stone Road Tallahassee FL 32399 Phone:850.407-1824 The State of Florldo Is an AA(EEO employer.copyright 2007-2013 state orFlorlda.::Pdvacv Statement::Accessibility Statement^Rdond Statement Under Florida lave,email addresses are public records,iryou do not want your e-mail address released In response to a public-recordsrequest,do not send electronic mail to this entity.instead,contact the ollice by phone or by traditional mail.if you have any questions,please contad 8so.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provldethe Department with an email address If they have one.The emalts provided may be used forof0ciat communication with the licensee.However email addresses are public record,if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: =r FOR OR M �..-........... .-.-� r e-. vy?. e 7 ENGINEERING EXPRESS PPc3iDur-3T EVALUATION RE:P[3R-r EAMr=HNE:MP,IN-0 E:XF3PE:S5O ExPEP-T PRE-1139JUT EVALuA-rioN RF-pr-3p-*r 4/2/2015 Application Number., FL13767.1-R5 EX Project Number., 15-2338 Product Manufacturer: Town&Country Industries _-Manufacturer Address: 400 West McNab Road Ft.Lauderdale, 171-33309 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 Florldi Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61G20- 3.006, 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 Edillon (2014)and is, for the purpose intended, at least equivalent to that required by the Code. Re-evalua(lon of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: * PRODUCT EVALUATION DOCUMENTS EX drawling#15-2338 titled"6.8 Accordion Shutter",sheets 1-13, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. 0 TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s)00363-1102-07 by Hurricane Test Laboratory LLC(HTQ and test report 1198-016 by Construction Testing Corporation(CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance A ASTM E1886-05&E1996-05 and TAS 201 &203 test standards per test report(s)40353-1102-07,#0353- 0512-09 by Hurricane Test Laboratory LLC(HTL)and test report/603-024 by Construction Testing Corporation(CTC). 6N. -(-RUUf S- A-- 011 .0 Structural engineering calculations have been preparedA1.0 -- evaluate the product based on comparative and/or rat[ alc -trial. giheer's Seal Valid for analysis to qualify the following design criteria: es' I through—a ' 1. Maximum Allowable Spans No 465TTO 2. Maximum Allowable Design Pressur&*' 3. ' Minimum Glass Separation 4. Anchor Spacing 0 Ink), 5. Anchor Capacity I n nnardo, P.E. A 4.6549 C.A.119885 160 SW 12TH AVENUE #106 DEERFEELD BEACH;*FL 33442 PRONE: 954-354-0660 FAX: 954-354-0443 WWW.Ef1GEXP.COVt �,0MROVENGINEERING 4/2�015 Town&Country Industries—6.8 Accordion Shutter Page I 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 --T.his-product.has.been.designed-to.resist.wind.loads-as.indicated-inAhe.span.schedule(s)onJhe.P-r0duGt---.-.---.... 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). UmItations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(Le.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 accountedfor 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). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660. FAX: 954-354-0443 - WWW.ENGEXP.COM ' 'p1111116,fff 6.8 ACCORDION SHUTTER . EOR USE WITHIN AND OUTSIDE THE HVHZ LEI TABLE 2 TABLE 4 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 9 /1LLOWABLESPAN SCHEDULE OF FOR USE WITHI .T E HVHZ FOR US WITHIN THE HVHZ ALLOWABLESPAN ASTM ESSENTIAL FACILITIES ONLY HVHZ HIMZ - MINIMUMSEPARAMON NON HVHZ MINIMUM SEPARA77oN � POSITIVE P081iIVEWIND HVHZ _ FROM GLASS POSITIVE FROMGLAS6 ff�f IL"i�,��g5 WIND LOAD LOAD NIITH NEGATIVE POSITIVE OEBIGN WITH CENTERMATES WIND LOAD DESIGN SHUTTER INSTALLATION INSTAUATIONs POSITIVEAND DESIGN SHUTTER INSTALLATIONS INSTALUITIONS 0 a-O. ' NO UNIMATE ® ALL PRES6URE SPAN 530'ABOVE >90'ABOVE DESIGN NEGA'RVEWINO PRESSURE SPAN 920-ABOVE >30'ABOVE W`� "j LOAD(PSF) 3D OR3 &87 MOUNTING (PSF) GRADE GRACE WND (PSF) ._. CONDITIONS" 6NJ (IN.) LOUNTIN GRADE GRACE )¢ _ ORO&31 FSF� MOUNTING (INJ (IN.) �Iryy 4W ZZM Id4 y� O O 293' 155" 6,7" 3.6" CONDITIONS" Z NO a W E: 233 156" ib6" 160" 60' �, . ow 0.o' 1.1". 50.0 166" 30 99" 3.1" 7A" d_1`f'.3 26,0 164" 155' 756' 99" 0.0" 1.6" 65.0 155" 120" W j°t m 30A 147" 166" 158' 30 -3A" 1.0" 60.0 140' 165" 681, 06.0 14'Y' 160" 160" 166" 67" so ° 65.0 143" 60" 0.i" 1J" o v Y 40.0. 197" -146"--'--166° ....•.___ 60" OA" 1.1" _.._.._..___..._._ 70A 797" 88' D,1" 1.6" d �- --- -- 45.0 133" 141" 168' pp• 3,0' 1.6" t.p° ¢ 60.0 729" 137° 765" 75.0 193" A0 109" 0.i" 134' 168' 40 10B" 3.0" 1.0" 00.0 120" 120" 0.1" 2.2" 65.0 726" -120' 3.8' 2.2" 060 12fi" 102" 60", 2.7" a 60.0 124" 131' t4s" 182 67" 2,0" SDA 121" 166" 6p" 4.3" G 13 65.0 17.11, 120" -143" 145" 5,7" 3b" 95.0 lip" 60" 3.1" 1.1" 70A 119" 720'. 137 pp•' 3.0' I.T. 100.0 115" 99" 0.1" 1.7" ' 76.0 1171' 12V .133" 98' 3.0' 1.7" 1060 112° 109" 3.1" 2.M. -�9 Fv, 60.0 iib" 122' 720 50 708' a.8' 2.0" 11%.0 170" 60 1201 0.7" 2N' •0� 86.0 iia" 12V 1W 120° 0.0" 2,6" ' 115.0 iW" 1321 6.0" 0.1" D ' 90.0 112 110" 121" �'} I 85.0 110' 117' 179" 197" 6.7" 0.6" i 720.0 105" 156" S.W. 6T •pFj rn�4 m •'n i 7°0.0 109" 115" 118' 60" aA" 1.2" 1260 703" 60" 3:F' 1.1" 105.0 107 7i2 112' fi0 90^ 0,0" 7.9" 130.0 701" 98" 0.1" 1.0' 10B" 0.0' 22" 7360. 98' 6D 100' 3,1" 2.1" 4z lir V 110.0 low, 110` 110" 107" 67" a.6" 140.0' 95" 2.7- los, °-I e 116.0 toff" 107• 107" 120' 0.1" 2.7" no 6a" 3,0^ 1.2 1460 82' 146" 6p" 60° m S g v 120.0 10M1" 108' 108' e4" 3.0" 7,6 160.0 69" 60" 0.1" 1.7" - u"I 126.0 - 109" 70 pOn 3A" 28• . 7560 p8' - Bd" 0.i" 7.6" 1E 130.0 701" 100.0 ST' z 135.0 - 89^ 126" 5.7" .p•6" 70 BD" ai" i.9' S 88, 60^ am, 1.2" 165.0 p1" 12,1% 0.1" 3.0" y 140.0 - pq^ 3.0- -09-- .D^ 1.7" 170.0 To" 197^ 5.6" 4b" 146.0 92" BD 175.0 76" _ 90" 3.0" 20' 60" %p 1.2" 150.0 e°5„ 118" 3.8' 0.6'• 100.0 74" pd" 0.1" 1b" 155.0 83„ 60" 3.0" 13" 1860 72" Do 901, 3.1" 22.". 5 160.0 01" Be, 3.8• 1.0". 100.0 70" 120" 0.7" 39" 165.0 - _ 110 195.0. 60^ 00' 3.0• 26° 121" 5.0" 97" 170.0 - 7B° - 200.0 66" 70.. tid' 3.3• 33" p0" 3.p "12" 176.0 - -60^ SA' 13° B4" 61" 13" 180.0 7q" *a FOR BUILDOUT MOUNT MAXIMUM 716 ow. 31" 2.8' 1s6A 72 120 BM1" 3A' i.9" SPANS AND PRESSURES,SEE a 'F 790.0 To' 1061, at" 0.1" TABLE C ON SHEET 6/13 tto" 0.3" 3.3" o " 68" 1.111- 1.T' te6,a as FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE pq" 3,1" 1,61 200.0 °8TABLE C ON SHEET 6/13 120 99" a.1" 26• C S 705" TABLE 1 AND 2 NOTES: - :. ,.J TABLES AND 4 NOTES: G -- _- _ _ =:-- -_.-• r:-:-..-....... i.::.NRN:HllH7,PEf�lLeA_A Q4t_Loc9 Ns:�JJEa N_�:_: 1..._. VHZ;_DEFINED AS MIAMI-DARECaUyr{AND BROWARD 6 COUNTY.F RLU , MIAMADE COUNTY AND BROWARD COUNTY FLORIDA. (;a 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN TM I D2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN xg SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE"ABOVE ARE 14AXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, As B 3.• THE 6.8 SYSTEM MAYBE MOUNTED WLTH THE INSIDE AND 3. NO SEPARATION FROM GLASS IS REQUIRED FOR OUTSIDE of THE SHUTTER BEING REVERSED,FOR EXAMPLE: INSTALUIT[ONS IN WIND ZONES 17HROUGH 4 OUTSIDE OF Op71NplRf629ENIU000RE IT IS PERMISSIBLE TO Kamm A WOOD Olt CONCRETE THE HVHZ AND OUTSIDE OF ESSENTIAL FACIIITIM. BEAM WITH THE BACK OF THE SCAT FACING OUTWARD.FOR (4 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 152338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES �`,7 .OUTSIDE OFTHE SHUTTER BEING REVERSED.FOR EXAMPLE:IT scALEo - - 8 AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE _ IS PERMISSIBLE To MOUNTTO A WOOD OA CONCRETE BEAM GEDE orXoRr HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN WITH THE BACK OF THE SLAT FACING OUTWARD. PRESSURES AREAWAY FROM THE HOST STRUCTURE. S. LiNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 4. UMEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT u 7 }�J�p }p/ y C t�^�R "F9� g PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, ` `I, RREXI1.�!' E' PIRZOQTE.CTIONI THE DESIGN PRESSURES FOR THE NEXT HIGHER PAN SHALL BE THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL I USED, • BE USED. • n PA Vol GENERAL NOTES • o 1'. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, ND THE V NEI L IT INTERNATIONAL BUILDING CODE B AND INTERNATIONAL RESIDENTIAL COD IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND IN LU ES ESSENTIAL FACILITIES AS DEFINED IN AM " TM 96-09. iu SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. offilk 2. RES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE z{WWW1 no DEfERMINEO PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE SECTION Lu RE UIREMENTS AS DETERMINED RDARCE WITH ASCE 7 AND CHAPTER 1609 OFTHE FLORIDA T -9b.- E(ASSY 7 HE.PC OP TRACK ;S6 MT ol Sff'IT O#6EO&kIEQATJYY,Q.W M&P S$�!W. WAS CONDUCTED ANY Y AS S 0 N. 3. IN WITH TAS 201/20 AND ASTM EISOVE1996/E330. REIN --- I HS 4. SETY P RES N ARE BASED ON MAXIMUMME D PRESSURES DI IDED BY A 1.5 S. THIS SYSTEMHAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND co IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE U OPTIONAL CRLTERTA w 'NUESS IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. z 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND <-i PLAN LOAD DURATION FACTOR Cd 1.6 WAS USED FOR WOOD ANCHOR DESIGN jLm 7. N THESE (4 i!c- via/ g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND Cl t. FOR FACTORWINO'LOAD CAICULATtONS IN ACCORDANCE.WITH ASCE 7,A DIRECTIONALITY OF Kd 0.85 8. SIYSTEM pE AILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC 6,1 9: THES INSTALLATION INSTRVCTtONS ARE PART OF A PRODUCT APFROVAL DN AND SHALL e ONLY:BE USED IN CON]UNCTION WITH THE EVALUATION REPORT SUBM1TTEp FOR THE SAME CHAPTERPRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMELY WITH �w� C13 lo. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTORPROVIDED THE alCONTRACTOR uucz'NOT re c W lxow=ltu=un cm AND THE CONTRACTOR VERIFIES THATTHE EXISTING RUCTUR DO D Aim EITHER FORM OR MATERIAL FROM 5 12 THE STRUCTURAL SUBSTRATES DEIAT HEREIN -" :5 11. BUILDING vu E OFFICIAL MAY REQUIRETHAT SITE SPECIFIC DOCUENTS BE PREPARED StGtNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH ROETA�L AND USTIFYTHE DEVIATION,.AS A CONDITION 70 THE BUILDING OFFICIAL GRANTING VAL, BOTTOM TRACK Si 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIIdUM FORT LAUDERDALE FL L13CKING MECHANIS SEE MISSILE LEVELpD-ASTM E1886 E1996&E93o TYPICAL.PLAN VIEWS FLORIDA I PROVED 13. -ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,I.I.O.N.,WITH A MINIMUM fry OF 25 TYPICAL ACCORDION V! 14. ALL BOLTS AND WASHERSOEXCULIDING INSTALLATION)SHALL BE STAINLESS STEM W6"0A SHUTTERELEVATION MINIMUM-rEmsILEsTREN HOF 60 K.s.T.,U.O.N.POP RIVETS SHALL BE 114110 OR 3/16"0 5052 ALUM.ALLOY. 15. ALL SHUTJER�AS ALL HAVE A LOCKING ME0fANISM CONS=NG.OF THUMBSCREW,PUSH,LOCK OR N.T.Sl BOX-ADEX-aM,- TEPLRUMS 1.6. TOP AND BOTTOM DETAILS MA CHiSPIGED %UIRE.� 10 1 .......�.. 17. FLOORTRACKS MAY BE REMOVABLE AT MON-STACKING LOCATIONS.USE REMO ABLE ANCHORS, 18. MOUNTING EXTRUSIONS MAY BE BENTTO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH; 43 I oil 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED WATER SEEPAGE IS POSSIBLE.INTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE —Wiff 22. THE 6.8.SYSTEM BE WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 14 . REVERSED.FOR EXAMPLE:ITISERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAN WITH THE 15-2338 BACK OF E'S FACING OUTARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1-ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND te NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM TME HOST STRUCTURE. Pan ilrioms 23. SHUTTER MAY BENS WITH UP TO(2)ADDITIONAL BLADES OF SLACK as 2.874" PROJECTION VARIES 4,874'MAX, .068' 3,610' 1.994" Q •.115" .068" 2.782" 0, 1,825" 1,907' 1.825" c 125" 1.825" 1.7061 8' _997" 1.8 t• a . •.143" .143" 1.7U .100" 1.708" 100" in .100" 1.7 B" 1.708 1 100" a .143068" 143' ,099: 195" 195` t95'• 9 _t9 .195" .143' T z aax .062' ,: .095" 062' .i 200' 'u�g 6 II in 630' ,200 .6 2L630' I I I g3 .062' 62 .20 .062" h9fi2" 00" a• n 630 1,510 k971" .630' 1.SI0' 069 °'- m 608 1.250" .971" .SBB rn Q> ' .69' .971" _ 7T" .0.3 7.7oB .095' 1,069' 2.822' 2.728' u d6o on' 1. 0" 1. 0" 7.250" 1200" .095" .971" ,030' 2+7 8' Z NOcem o W � 3.610" G 5-745"M X. 5.745"MAX. QI �w LITE 2--LEG WALL N O WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL' O LITE HEADER/SILL o 1 SCAM HALF SIZE SCALE:HALF SIZE W-- _, SCALEi HALF SIZ SCALE+HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE dP a WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.6_ 5'. of1.825' .875' 2.195' 1,230' 2.655" 1,825" 2.195" , 1.583" 2,655' 2,365' NNi9 zm a 588 ' $ - '`-� ,510' .460' .085' _ }3y,P'0C O1 .600 •, -.00IO , , N en " N m m l I tlt�o 11 0 6 tea'm ` � ]0 . 0 N I ,621' 110 N I LOS' E I M: II .895' I P , ��m m0.' w 1 .105' 9 I TYP I �IC.O60'o of e c TY 1.230" m .621• -,e .875" E TYP- 3.635" .510" 965' 450' 01' 2,30 295' m s� v� OSILL ADAPTER. - O 1p EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR ILL O SILL S EXTENDED SSCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE+HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE � � o �. 143' 6. 125 0 231 4 325' 0 1,708• 'i • mna m0600433R 3.96.140"" 2 50 054 1.6 .069" 25 3.41• 341ti €€ ggg S1.721' 0.080' m 133' 0.000' 0.117'N 0fi0' 2 G'z a,n 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER Goal 630' 1096' m o O. SCALE_HALF SIZE f130:,_ •0 2= �' _ _._.. c�:::.._ _'I•�N _ ...._..._._ ....., ..__. _0.115.=_=::-_�::-:. a I ��8 ,621•.x..:_.___.__.__....._.._........ ���,_� 8�-•__. .:: 0 1 RADIUS CEILING HEAD SILL ° 0.096' ,I eb WALL SILL ggB e li� 4.510" 310' o m m LEI HALF SIZE 180' 000' SCALE:HALF SIZE 5 ¢c afl 4.102" 630' 080'in 0,000' co z27" 15-2338 N .054" j J, 420' PAGE OBfAIPTIaII: - 1q CEILING HEADER/SILL -+ 9 15 6.8 STACK/CONECTOR SLAT/BLADE SCAM HALF SIZE WALL SILL CLIP SCALE:HALF SIZE 8 'SCALE:HALF SIZE a9� N .3750 125' 2018' , SCREW THUMB STAINLESS STEEL 28p ' V' 10' c y ASSEMBLY f m o .3200 HOLE c w.050' NYLON062' rcWHEEL �•¢ TYP.AT EVERY OTHER 5'MAX L INSIDE JOINT AT TOP. • 20 RECESS SILL Foa USE WITH ANGLE SCALES HALF SIZE ®AND ®ONLY, . CYLINDER-SOLID BRASS,NICKEL PLATEDtzi 1d 19 ROLLER ASSEMBLY HOUSING-21HCDICAST,POWDERCOATED a� L7 ` SCALE+HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE ROTES NAYBEREY OPERATED OUTSIOEGRTHUHB Q�j m m I, s SCALE:HALF SIZE TURN OPERATED INSIDE. IZLI� t9 N 1'250' 23 BRASS PUSH LOCK bNYLON WASHER SCALE=HALF SIZE <-------- ----.`_. ygE R_ALUM(N11M-' - ,-- X3195'-------- 4;`7}ipS- - -- ------4:000'-•-D- NYLON SHING 76=OPTIONAI50'----•------ -� -. ----_.___._._.-•.. '- KOh`—�ua ` 14 x 2-3/4"410 HT S.S. io 062, • ~ t INSERTS SCREW TC INTO 2,250• LTRACOTE COATING �^ TRACK (TYP TOP&BOTTOM) 154' 137' I u: m K YLON BUSHING W/WASHER= 7116"o x 1/2"@ INTERIOR JOINT TOP 7 ,224 Fal c 7/16"9�x1"X01 INTERIOR JOINT BOTTOM 2.080' EITHER CAN BE USED ON E�CTERIOR 26 BOX CENTER INSERT L 2.750'. OBUSHING ASSEMBLY DETAIL SCALEe HALF SIZE Ii 24• - 27 RAINGUARD ACK (�a��m rL' SCALE:HALF SIZE SCALES HALF SIZE SCALE HALF SIZE p $ ' 1.9781 2.125' W €3 G5 ,22' '.267' '2.46S" 2.40511 3 1.110' , " 221 01 6. Aff o s m .443' .443 . m n .090' .°'t R + `i 1.200" °•�` 1.084' � n• � ,284 �F��i""••• ai S m '26 m o m = N O +o N �� 5±w u! • N a ° .190" .250" .250 .25 1,068' 6, S :a .ma � + . 3A431 '.125" .125" m m N .190' .125" .•,�,,, ,, 160' 1.001' 062' 222 l l .062' 176' ALE BOX CENTER FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 32 33 34 xJ SCALE HALF SIZE SCALE+HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE' SCALE+HALF SIZE g ' SLALE HALF SIZE % T STEEL N TTAINLEss � �05 NOT• S ° ' 400' U D STRIPSHAL BE 1110 TORX 5.500' x 13/16' WIDE �r' - HEAD STYLE VARIES - --_ - ORPHILLIPSpRIYES[REWS, ......-... __ ._... _..... :... __=�- - -... ..._ _._ __. _... ___.__ _-ns •..s-..r..•,_.._ .:__-: - _---.:::...c-•c:-:. -:. ,4.. --_HAND=IlGHTENO)ONLY:c.--.:c._ oa ••g� P y 38 THUMB SCREW ' SCALE:FULL SIZE .250'.('-,�' , w 201 Op AlS gANTERNAL SEEo ��REO `�l I { COPY U6fIA4BCLBONMOOP.fi TYP. 37 T SCREW INSERT 1,050' 2-2338 4.500' ".689r POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE m a scaFO - SECTION A OOO PAGEEFECRSPTIGN: 36 T-LOCI( ADAPTER N o 254" 40a 406 40c _ E PNO 8 LES sWas O(OPTIONAL) 7.000= END STRIP 1" 35 BOX LOCK scALE+HALF slzE 2X7 ANGLE 2" & 3" EXT SCALE=HALF-SIZE 3g SCALE:HALF SIZE x'125' SCALE= HALF SIZE FASTENER @ 18"O.C. EXISTING GLASS EDGE DIS' EXISTING GLASS aa,'7/QO (USE ANY ANCHOR SHOWN DIST. IN ANCHOR SCHEDULE). � � EMBED SILL (INTERIOR) rNpO, . �_ 17 ¢ Am OF fiNGL LEG m r EMB � �'.,D (INTERIOR) 17 MUM.ANGLE THICK x 1` MIN. 6 O 2"x 5"MAX.(ANGLE LEG 33 4 29a 296- ED G AY BE REVERSED) U DIST. 38 9 ASTENER @ 18"O.C.(USE ANY 13 15 13 ANCHOR SHOWN IN ANCHOR Y1 38 23 29a 296 •y $'n iswffl 13 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCEI. TO & L ,1-9�• 12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR)• W N�m " e E 6 e0"(TYPJ L 2B OR S.S.SMS,3/16"0 ALUM. INTO CENTERMATES 1/3 N 1/4-2ox1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN SSEC LL E HOE , m (EXTERIOR) THREADED HOLE.LOCATED @ MACHINE BOLT&NUT MA§L PTH/Up SO x ------ - -----._.._—_-..._--•-•-193•SPAN-TO-WS-SPAN-FROM•--- 01Btt.0,[.----.__............_ ....-.-.--•-- .._._._.. O.1".HNtGHY..__.._ _ Baa BOTTOM OF SHUTTER FOR BLADES a TYPICAL PLAN VIEW s e-3 .USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY sCALEs 3"=1'-0" ON BLADES>8'-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR SCALE:3"=1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES. Tn OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM RI USE(115BRA55 PUSH LOCK SHUTTERS,A BRASS PUSH LOCK 23 DETAILS u' OR(A /6-18 THUMB MAY BE SUBSTITUTED.WHEN USED WITH SCR W�./I O TI*jt oED CENTERMATE 4429 AS SHOWN,RECEIVING SEE ENO STRIPSCHEOULE OR 7 ATRRS SPAN HOLE FOR THUMB SCREW MAY BE 7/16" F Y•+N FORMAX.SPAN4IHEH BoTTo OF s U 30 KIM USING40a,4abOR48c Na o �j �••� R A REC�IVI G�{OLg S ALL BE 13 �r 0-1 3 B'Mq WIDTH,UP TO END STRIP SCHEDULE Z Q�•8 T{HEIGHT. 30 ' PSF I SPAN p40 USE APPROPRIATE v V BIO(2.7) 62 109" STARTER STRIP TO72 82 94' 40 PRONOE CLOSURE FOR : IR 11z 40 BUILONG CONDITIONS. 00" 2" 132- 13 810(8.7") 62 as" FAASTEN STARTSR 23 z sff �S7R P TO TRACK W/. a• I (INSIDE) 3°010(4.7'9 S2 Ra" 2T CORNERRETVS r` 10 s2 is" ALTERNATE END STRIP DETAIL CORNER ONLY). I 16'x3" 4G ea" SCALE:3"=1'-0" ANY TRACK x0.089" 52 0P W/SCREW BOSSES. 13 :Pg�I 1 ANGLE 67 03' GO 01" �w l"p- 04 79" s SILL73 7N' Pf p 46 139" Q cn In x0.126" si 12s" EXISTING GLASS n i O ti 13 ANGLE 67 120" 4 S q5 3G 70 146,4 "y4�`� = USE(1�BRA55 PUSH LOCK (INSIDE) " I USE 11 BR Ss PUSH 13 73 tas" x1si oR 1 /6-18 7'HUMMB , z LOCI((]B•t)5/PUS SCBE I 0 HREAOED V4 E T UMB SCREW INTO 30 2 �� 62 195" �a`ayG: LL` INSER 37p_A 1/3LSPAN SILL? e x Y'xj. D A 3 7'�H{i ED 1 SERI 3-' g� P PE 1 a p"7 1/3 SPAN TO 2/ ANGLE s pN M 57 1 LL"3� BOTTOM a SHUTT R H s . ._ .....__.....n._._SHP FRD BO•7�•••�T• MOF ..___._.. DC) .. ..... .. 0 UTTE EEEIV.I Gc_r.�:c_. __.._._..__-- _(OUTSI.._..... -_ - - -- _ _ s4 7 _ 2 B tis^ Y°( OLEWS AL E 3 8" _... __ . T HMgX WIEITH,BE TO 1" 23 - 73 'y ryE:GHT• _--- - EORGREATCRSPAN90R LOADS. 2i TIIAN SHOPlN III EIID STRIP e TYPICAL OUTSIDE CORNER CLOSURE SX11.03i,END STRIPSIIDSPREA 1^Xf^.090•CLIP AIRIPS DDSPAII 13 30 COPOtP.INggLeW4N00PE CCl DETAILS WO CORNER P05T OSIHGAN7AN011oHON'BIE 13 3 / 13 AIICHORSCIlE00LEG014 314'TEK 31 215 (OUTSIDE) 12338 NTS SILL STRIPY OR]/4.20 a0LTT0 END SCALP. _ USE(1)BOX LOCK AT 1/3 PAGE°0RIPWON. SPAN TO 2/3 SPAN FROM • BOTTOM OF SHUTTER E CC2 TYPICAL INSIDE CORNER CLOWURE � F �g�a MULTIPLE SHUTTER'ASSEMBLY DETAILS WO/CORNER POST LL LLHlLL�� SCALE:3"=1'-0" NTS �+� -• - IIIIIIi/N ALUM. TUBE 2 FASTENERS 0083-TB ALLOY -' C2 CONNECTION TYPE ^°h•, Q EACH ANGLE SEE 700 -A FOR SIZE. \ REFERENCE ANCHOR EXISTING' • SCHEDULE FOR MAX. STRUCTURE 1"x 2"x 1/8" j' SPACING OR 2"x 2' x 1/B" / \ CI CONNECTION TYPE X /4-20 MACHINE BOLOZ ALUM.ANGLE ° , REFERENCE ANCHOR ' W/NUT @ 12"D.C.01E ' SCHEDULE FOR MAX #14 SMS @ 6"O.C. ,O THREE 3/16"S ° 13 I SPACING 1/" (TYP.TOP&BOTTOMS .OF ALUM. n 1/" i��' (I d' POP RIVETS ° 17 I ALTERNATE �/i THRU BOLT OR 3/16"0 ALUM.POP I Ci CONNECTION TYPE THREE 41,12 SMS, 17 RIVET OR#12 SMS _ REFERENCE ANC OR o y y Lm 18"O_C.(TYP.) , SCHEDULE pH E U E FOR MAX. w o TABLEA(cm) I �� I oR J 1 g PRESSUREVS pUAWABLE LENGTH r_ I FSOSR `B Q jU19 Qa MAY USE MALE OR I w O x°I ram 2X2'k1 B" 3'Sp° 1 8" FEMALE.LOCK-SLAT) 1 & 1Mi 13 7 Q z o N O 4 w ° PSF [Det li•1� pp�� 62 ]30• 280• 13 k�_ GLASS SFFPAR PUN NQ v; .l oR booa 72 17A• 179" CC3 TYPICAL CORNER CLOSURE DETAILS ': �� Te 1ss a= F _ e2 119" 17Y N75 ,•, •__.___._ \�-� A91 a_._. A jF� F mw s` 92 114' 165' ALLOVlA0LE5PAN RN +- -- SCHEOULEFOR q� /IlOR 6 OR T 102 110" 16D° TABLE B(ca) ALTERNATE THRU BOLT e0]LDOUTMGUNT w H� \a/,/OR O 120 ]09" 147' Cs CONNECTION TYPE (DEMILF) PRE95UREVSALLOWAOLELENGTH REFERENCE ANCHOR " 150 97" 131 MAX MAX w O Gi 100 88" ]11• 2"72X1 6" 370"7�1 @ SCHEDULE FOR MAX. SHUTTER DESIGN I 1/4"MAX.FROM PIN PSF Waffli WlTfi�lo CI CONNECTION TYP SPAN PRESSURE 1" 3E g2 333` 366• 1251N. f1.30.0 PSF REFERENCE ANCHOR GUIDE TO BUSHING SCHEDULE FOR MAX. - WASHER(TYP.) W•s.� 72 107• 157" 1211N. f/•3].S PSF SPACING � 19 ((�r,(( •o e2 101' 147' =IN. +1.31.9 PSF I-_ "14X3/4"SMS @ 9"D.C. }iL',:I! p o 1151N. +1.32.7 PSF o 'NN��i1111 wa� F1 _ 92 95" 139' I ANGLE TO TUBE CONNECTION I 1321N. +/•33.6 PSF EXISTING �� 102 90" 132• =01N. r/-342PSF• 2"x 2" 1 120 03' 122• 1071N. +/-3gRP5F CONCRETE, E BED. 6063-76 AI:UM.TUBE Zm m Ti 6 ]OS IN. f/-35.9 PSF BLOCK OR 5 CONNECTION TYPE c 350 7q• 109• WOOD FRAMING ,q, a 200 fiq•" g1" 1031N. +•365PSF SCHEDULE FOR MAX. "t ON.F C, COTJ T 1011N. +/a7a PSF SPACING 6• �n aft RPO K ANO 3/4'MIN. 991N. f/•39.0TIF >+s m' FORDOb 951N. +/•39.6PSF m " 92IN. +/•40.9 PSF Cb ALTERNATE. OUT MOUNT'SECTION g FASTENER @ 18"O.C. SCALE 13".V-0" °7 � (USE ANY ANCHOR SHOWN 891N. +1•42.3 PSF ° o IN ANCHOR SCHEDULE). 861% 4143.8 PSF 831N. +1•45A PSF S 01IN. +1•46SIlSF ACCORDION SHUTTER w ' ]SIN. +/•403 PSF PERPRODULTAPPROVAL Km 76 IN. +/•495 PSF 74 IN. f/•50.9PSF F ' 2"x 2"X 'f"=1� 721. +/•523 PSF ={u U 3/16 RIVET OR 1412 090"6063-T6 q F APPLICABLE ATT OP si.. 101N. +1,69.8 PSF L¢x B SMs @ 16"D.C. OR ALUM.TUBE TYP. R y7 6e IN. +I•55.4 PSF y AND/OR BOTTOM • 1/4-20 NUT R,00 t7 3/16"$ALUM.POP tlU11 I fi61N_ +/•520 PSF (TYP.1• RIVET A#12 SMs 2"OR 3" ALUM.TUBE @jell O.C.(TYP.) I w nd3Ef{_ 6003-T6 ALLOY "X 5"x 1/8" 70 s SEE TAB R 2 FASTENERS x CONTINUOUS r`u 41r 13 xPii O 112"MIN. a FOR SIZE. S4 07 2"X3"X%"x 2.175" EACH ANGLE ALUMINUM ANGLE INSIDE & x zuj CONTlNUOUSOR2"x •€ 1"x 2"x,093" OPTIONAL ANGLETV, m 0 S2 01 " .THREES/16"0 ALUM. 17 ORIENTATION TYP. 17 GLASS ul. >f O m •'Y'XyXCONLUMINUM .: ..0116,9--T6.M6�(4: .... _... .•_P_OP_•RI.V.E775_OB__:•-:::_ = .... .. z. .._._ .. ... 6061.7G.A �( -=-----•-----.._____.__._..... _.. .. :.. -4R:DDOR•. .,,._.-.- rc. a _ _ ALUMINUM A A4IGL'E,-TYP -- ._.... ...-..._ , - TD oA a. o a N.....__.. " 6. THREE n12 SMS,TYP. u ANGLE:`. y - - J, 17 u w2„ 0,9"MIN,THICK 6061-T6 E•' qpy 13 ° ° OR 2"x 2',x'1/0" ANGLE FASTENED TO' ALUM TRACK FASTENED 4° •9g • TO ANGLE WITH I/4-20 119 MACHINE SCREWS AT 3" ALUM.ANGLE 6 CONCRETE HOST OIR7PA06XLB WEWP.E > '- 6 C¢CONNECTION TYPE STRUCTURE WITH USE MALE OR FEMALE � FROM ENDS AND 9"D,C, LOCK-SLAT) 13 E REFERENCE ANCHOR FOR THE BALANCE 15 2338 •13 SCHEOULE FOR MAX. WO ELCO ULTRACONS 2-1/2"MIN. SPACING AT311 FROM ENDS AND EXISTING CONCRETE SCALA (OUTSIDE)• OG D 5T• 4"O.C.FOR BALANCE• HOSTSTRULTURE(3000 PAGEOUIRIPTIONI #12 x t%2"GALVANIZED , m OR s.s,sMS,3/16"0 ALUM. SIDE CLOSURE OPTIONS WITH 1%"MIN Fst MIN) CC4 TYPICAL CORNER CLOSURE DETAILS PDP RIVET,OR 1/4-20 EXISTING CONCRETE, MINEDME DISTA 2%1" SEE TABLE C FOR MAX SPAN AND PRESSURES ' NTS MACHINE BOLT&NUT SCALE 3"=7'-0'• MIN EDGED WITH 3" .• °" @ 1B„O.C. BLOCK OR WOOD FRAMING STAGGERED W1TH3" MIN.SPACING,TYP.O BUILDOUT MOUNT r^h EE INSIDE SILL MOUNT SECTION F SCALE I NTS U SCALE 13"F 1'-0" `IIIIIIillllff!(, 05 CONNECTION TYPE REFERENCE ANCHOR EXISTING Ld FOR mu SCHEDULE FOR MAX, STRUCTURE FOR ASTM o a adU ES SPACING 5"MAX. i/k-20 MACHINE B4T T / - GLASS �I. K >- GLASS E TAf$E Cl CONNECTION TYPE Ott , X00 IE- w a OR DOOR &FOR HVJZ (w J m REFERENCE ANCHOR 19 W/NUT @ 12"D.C. OR DOOR SIE TABLE a 1-urn w>> SCHEDULE FOR MAX. #14 SMS @ 6"D.C.= &FOR HYHZ ¢z FOR MIR.' 2 13 N w w o SPACING /y. (TYP.TOP&BOTT(• I,0� �$1' �F ' SEE TABLE 2 w¢o SEPARA110H x= x'- Al + SEPARATION FOR 1911. 13 N N T°MASS y O N.wi i��'/� • 1/4"-20 7HRU BOLT W/ Tp GLASS ¢wj 4112 x 1/2"SMS @ 12"O.C. X z o z m w LOCK NUT @ 12"O.C.E.S. E w m OR 3/16"E ALUM.POP aw o w I¢- a )a("RQO,J 4012 x 1/2"SMS @ 72"O.C.E S. F¢• RIVETS @ 6"O.C. OR t/4"H > u w ❑ OR V�6J1 OR 3/16" ALUM.POP 6 ALUM.POP RIVETS @ 12"O.C, a \ RIVETS @ 6"D.C. E.S. \ rn 11 AND�2F�'w �+�3� g,d .OR 1/4"1 ALUM.POP RIVETS / 1/4"MAX,FROM PIN 72"O.C.E.S. ASSEMBLY E NAnAi 19 @ 1/ "MAX.FROM PIN 1/2' 1/2"TYP. G OE R BUS LNG Q AND©O GUIDE TO BUSHING WASHER(TYP.) .�?y w o � 6m>o 1#c ASSEMBLY WASHER(TYP.) B GLASS &FOR HVNZ = z V w .I a 1/2" 1/2"TYP. EXISTING CONCRETE, 4 CONNECTION TYPE OR DOOR SB5 TA9IE 2 y Sm 3 W^� "m / BLOCK OR WOOD FRAMING '�' •X aZ 3�a J. / EOG REFERENCE ANCHOR FOR DAH. •¢ ¢¢ W fC m x s m 3 CONNECTION TYPE pis . SCHEDULE FOR MAX. SB APA7lOR E u N F o W p- z H __ _ ___ _ _ SPACING AS SHOWN T°OIASS u E / EOG SCHEDULE FOR MAX. - 4 baNNECTIbN TYPE TI1 D(AGRAFI U IPG.X01 - DIS REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. I= 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER w o l OR 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND SCHEDULE FOR MAX. BLOCK OR WooD FRAM) BACK ANCHORS NOT REWD ° 1/4"MAX.FROM PIN .... ., M� / �\ SPACING.ALT.FASTENER WITH THIS LOCATION Ct CONNEC110N TYPE y.. ,GulOE To BUSHING hL7i LOCATION.FRONT AND' REFERENCE ANCHOR - WASHER(TYP.) / \ 1/4"MAX. BACK ANCHORS NOT REWO - O INSIDE MOUNT SECTION SCHEDULE FOR MAX. PIN GUIDE TO 6 CONNECTION TYPE 19 N"' / WITH THIS LOCATION SCALE:3 1'-0" SPACING •• w v �1 BUSHING WASHER (INSIDE MOUNT SECTION REFERENCE ANCHOR C 8 y m $ (TYP.1 O SCALE 13"=1'-0" EXISTING CONCRETE, - SCAC NE FOR MAX. G 5 S ,Aj, NOTE%FOR OE•�•AILS B,D AN�.1D E ON T({5 SHEET BLOCK OR WOOD FRAMING EMBED. I �y q`o�W rap �{E BASE TRACK Mggy gE 1)4STALLED tJ SECTIONS' V z 5' a�6' / 1nM�T tM4101M/M 14 a"GAPS,PROVIDED T0 SETS OFAH-[�T EAC SECTION HAS CO BUILD OUT MOUNT SECTION � d �-.-•�/ TYP.BOTTOM USED WIT�{pTIHE SO E TRA KLMPif/ST BEC NTINU U5 BLOCK OR WOOD FRAMING NG CONCRETE, SCALE.3"=1'-o" •�/,`( R z o OVER THE GAPS BETWEEN SECTIONS, EXISTINGJ. o m EXISTING CONCRETE, STRUCTURE € o❑ BLOCK OR WOOD FRAMING EDGE D s ¢CONNECTION TYPE 02 CONNECTION TYPE W EXTRUSION�" g EMBED. i CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W%EXTRUSION kl v REFERENCE ANCHOR m E SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. ; SPACING SCHEDULE FOR MAX. SPACING AS SHOWN L\✓_ IN DIAGRAM ON PG.101 1416 /2.. 1)OR 20 . F 1/2" 3 4 � o w 5 L 0: I-W w ❑ GLASS R ODOR SEE i IH�a w w 1/2" w 4012x1/2"SMs 12" E YaZ 13 yyo F to --IIm m @° F I IN. S Z u to s o i1 Ho of w 11-5 m D.C.OR 3/1fi"6 ALUM. AOR vI O N J 13 m N o _ S 15w5�� POP RIVETS@6"O.C. X ozm GLASS OR ❑_ „ 60 g � a x°w o OR 1/4"6 ALUM.POP ¢ tti¢¢ DOOR F µ 0=i 1-o w w fn sSls E 13 rxzu'' RIVETS @12"O.C. E tj I, XzOZJm z +`p GLASS T &EOR 1°19�N.wi u SEP A ON <w << " $ OR DOOR BNIZ SEE 1 BIE 2 '2 £ °u°•~ ' �` ', e 1/4-20 S.S.MACHINE A— -- --- g. u¢¢ O AND 08 1/4"MAX.FROM PIN u w 1 _--.---a vy~ 1/2"• GUIDETO�7U5'ING a _ L• _ - - ._'-.SERI W.&NUT.@ _ - I-- - -- - w,u--- - --.-..ASSEMBLY---.. -1/.2' __r -- -- -- —..._ __. - J ¢ T.YP.:.WAsHER' YP:_:_ _ =:_::� F:: _:.: :-__. . - __:_._..:..__ :.�_" 12"O.C. w ❑ m •- - 1/4"MAX.FROM PIN '��1 e - 1/4"MAX.FROM PIN m w ❑ m E Y b X GULOE TO SUSHI G -C4 CONNECTION TYPE 1/2" GUIDE_R BUSHING < •B OS 1 R 2 WASHER ITYP.I e ¢ WASHER(TYP.1 EDG REFERENCE ANCHOR . 0 iv Y SCHEDULE FOR MAX. C2 CONNECTION TYPE W ,E1(T�US ON 2 5 6 m EXISTING CONCRETE, DI5 . SPACING AS SHOWN 5 CONNECTION TYPE W%EXT§US�ON ( mam15-21a000nu0rk N s BLOCK G WOOD EXISTING COHERE 4 CONNECTION TYPE IN DIAGRAM ON PG. REFERENCE ANCHOR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. 15-2338 ® OR ¢CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING scats 1/4".CONT. REFERENCE ANCHOR O.C,OR 3/16"6 ALUM.. SPACING.ALT.FASTENER EXISTING CONCRETE, PAGFIFICRFPTlON: 6063-T6 ALUM.-ANGLE SCHEDULE FOR MAX. POP'RIVETS @ 6"O,C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING (MAY BE REVERSED SPACING OR 1/4"6 ALUM.P BACK ANCHORS NOT REO'D 5 AS SHOWN DASHED) RIVETS @ 12'0.C. WITH THIS LOCATION OWALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT D SCALE SCALE 13"=1'-o" SECTION SCALE 13"=T-0" L J 0 LA �P FOR ASTLL EssExndi �• •q��/• Ac1uTIE SEE TA[ilE 4 k M: EXISTING 1/4-20' FOR H4HZ SEE TABLE 2 Z w to s7RUCTUR ALT.LEG DIRECTION MACHINE GLASS OR ON SEPARATION TO o o_ (2)6063-T6 ALUMI UM BOLT W/NUT OR GLASS no a ANGLES PER BEA�LIM _ - �w SIZE PE SPAN?TUBE it 12°O,C OR DOOR R #14 x 3/4" �i II SCHEDULE „ 1/ 0 ALL SMS 6"O.C. SPANIUBL'SCHEDULE ' rum a POINTS SOLID n�tc r•— o SET pNCtjORs SPAN TUBE NUMBEROF `--� _1 WIT 7/0 M N. ALLOWABLETUOE NUMBEROF MINIMUMANS( •• =wa PER DESIGN ANCHORS PER y y z EMBEDMENT N TUBE SHUTTER SPAN 7HIlV•BOLTS LENGTH q • I r W CONCRETE OR �>;'+ ACCESS HOLE-/ SCHEDULE •ANGLE q. 1�i w BLOC 3' MIN 7n " SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM!/ a SPgCING AND TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE �jf��� Ill �i: 3"MIN EDGE �DW,W 5� LZi X DISTANCE. z j so° 1239" 136.2" 2 2 2 0 4" 7" u.� ra 12 .. I — •-1 N ( 7 2k6'X B6" 101.7" 10&9" 2 2 3 9 )° 7" fll Q W L9 o 5 6 p 0 %12S" U 1416 O:w 123" B09` B4A" 2 2 D 3 7" 7" ym,�P^ og0 3"MIN. 3 u m so" 128.1" 167.0' 2 z 2 9 4" 7" /7 E0.DIST. V'o)C3 2'x6'x ?3 FOR ASiM FESS At FAtlIInFs 13 V to)o 0.125" 06° 114.0" 124.1• 2 2 3 a 7" 7` W tlJi J i/2" Q f f, SEE TABLE 4•k FOR HYRI SEE a z,- 123" 102.6" 1099" 2 2 4 4- 10" 10` 3�Q 1/4"MAX.FROM PIN GUIDE TABLE FOtt AIIN.SEPARATION w t w 149 a TO BUSHING WASHER(TYP.) GLASS TO GIAW to vai-'' z510'k eo" t00.o" 1Bss" 2 2 3 3 7" !^ so u OR DOOR m 06" 1227" 166.7" 2 2 3 4 7" 1d' so c I _01_26_" _ .._ _.-___. -....__. - -4 —�--- --• TWO'IL4='$-W000-----••--------- 1/4='6_THRU.BOLSs ..423^. ._S76Au--1375!- '--2'----a-' - --.b-..-10°-.. Poll LAG SCREWS @ 24" SEE BEAM sO' 15e1" 240.0 2 2 9- 4 7"O.C.MAX.WIT 2" 3"MIN. SCHEDULE FOR zl 2k10X " ." 229.0° 2 3HREADED PENETRATION ED.DIST. ECLUIRED NUMBER Jx 0.1B7S'7"INTO CENTER OF STUDS S 6 y3 4 S 7 13" .+ 14 16 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES? "6.' EMB."T' 14 SMS @ MIDSPAN BETWEEN TO BUSHING WAS ER ITYP. 1. USE 2'X3'X3 4 OR2"X6'Xl 'ANGLES FOR 2"XS"&2"x6"BEAMS. STUDS FOR TRACK Tb 1"x 4" _ 2. USE 2"x5"xi/4"ANGLES FOR 7XV&Wx10"BEAMS, �J v TUBE CONNECTION 1/ .0 ALL 3. USE BEAMSCHEOULEFORDETAILT. N-`os s: PLYWOOD PO41N'FSSOLIDin SPAN TUBE PER DESIGN 4. TOP 8,BOTTOM BEAMS MAY BE USED TOGETHER OR IN ma�H STUCCO FINISH •�'x 4"x 125U" SET ANCHORS COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED q o 6063-T6 A,L M.TUBE E 7/ENTIN. SCHEDULE TOGETHER BEAM MUST BE LIMITED TO TOP BEAM SPANS. ' EMBEDMENT!N ' �. o CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN 74.1139S S I4AY BE USED E A MLD-SPAN CONDITION WITH em STUCCO THIS DETAIL TO BE USED WH BLOCK 3" IN' TUBES SH LL HAV TOPBVEANDBELOWTHE CLUDNGSPAN EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SPACING AND 3" I21 6063 T6 ALUM I uM W/NUT @ 12"O.0 TUBES SNAIL FTAVE70P BEAM LIt4ITATIONS ppNCWDING SPANS, ! Qom:.�y MIN EDGE A�NZGLESRPER BEA�END, OR 4p14 x 3/4"SMS @ ANCHORS ANGLESAND DOLTS)WITHTRESHUTTERSPANTAKEN \+,zme<�` OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. sc[iEouLESPANTT a 6•'O.C• ASTHEsISMOFTHESPANSAeoLEANDBELOWTHEBEAM. `a`�M.T SCALE;3"=1'-0" ALSO BE USED EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. ^9 E a 'a AT TOP STRUCTURE ALT.LEG DIRECTION %. ALL IAMB AND ANGLES BE 6063 T6 ALUMINUM. ,d, i 12 EMBED, i 8 MAX.ClEii&T LOAD==72 PSF = c S O BEAM SPAN SECTION Y w J SCALE:3"=1'- g -GLASS FOR ASTAi FSSFxnpL OR DOOR S in tlFA LIRES SEE TABLE 4 73 11 EXISTING WOOD o F FOUR MIN SEPPAARKRON TO y Z TRUSS OR RAFTER 1/2' 3" 1/2" w GLASS X Q @ 24"MAX.O.C. -1/2'9-1/2' m / a. E V EXISTING FINISH \ w MATERIAL e 1/4"MAX.FROM PIN GUIDE 1"X 4"X 1/e" ttb 6063-T6 m - 14 i6 TO BUSHING WASHER(TVP.) ALUM.TUBE W/THREE i °• S W314"PLYWOOD /4"TILE(TYP.) 1/4"H WOOD LAG \ Mzi [y = INISH MATERIAL SCREWS WITH 2-3/4" pt�E�N�Ta MINIMUM THREADED PENETR."T"IN WOOD 1/4'' A325 GRADE THRUBOLT @7"D.C. 24C RAFTER F TRUSS s@s OR5/16"0 A325 GRADE THRU BOLT@ 12"O.C. " I \ a� D.C.MAX.WHERE r' 5 6 •I _-_...... _._......._._.... .._... ... -—-' ---GAL3/.OR.S.S.._._._._...__..._.._._..._.__.._..._........_........TUBE EXTENDS•BEYOND 1. ::.._.. w __._..... 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA Ex 0 .0 6", EXTEND TUBE TO 5' O.C.W/i-1/4"MIN.EMB, 2"x 5"x 1/B"6063-T6 - � OR 1/4"o LAG SCREW @ 91,D.C.' W/1-7/B'• NEXT TRUSS. \ w 3:) � �ALUM.ANGLE W/THREE � �)• gg@ S MIN.EMB• IN WOOD SG=0.42,TO 0.55, 1/4"�WOOB LAG 1/ ZO s,5.M�ApCCHINE SCREW =N i SCREWS WITH 2-3/4" COPIAkB�ALUMMLIDDRE 120.[.1 BETYlEEN TRUSSES x Z u MINIMUM THREADED EXISTING CONCRETE, WIITH 1(,2'0 ACCESS HOLE ON y O to J PENETR."T"IN W000 @ 15 2338 E LOW BLO K OR 2"x 5"x 1/e"CONT, BACKS�DE OF TUBE OR#14 SMS XZ O Z m EACH RAFTER OF TRUSS, Scots WOOD'FRAM,l�SG.SEE 'r ALUM.ANGLE(6063-T6) .@ 6"O.C.MAX.IN BETWEEN 4_j o Q FQ- 24"O.C.MAX.WHERE. . vasEottt3lv'rt6N: " ANCHOR SCn D.BASED E u to ' ANGLE EXTENDS BEYOND ON TYPE OF STRUCTURE u LAST TRUSS MORE THAN 6", EXTEND ANGLE TO (MAX.DESIGN LOAD 1 72 P.S.F,) (MAX.DESIGN LOAD=72 P.S,F.) NEXT TRUSS, " OPASS THRU DETAIL O TRUSS MOUNT SECTIONDo SCALE:3"=1'-0" SCALE:T=1'-0" O .. - ,i 11111111 • GLASS OR \\�\ "•`4�n. 0� DOOR 2„ FOR ASOA-ESSENIIAL gFA unEs SEE TABLE GLASS OR 4 FOR Z SFE �f' w TABLE 2 FOR NDN. w GLASS OR o-i- DOOR "` SEPARAMON TO CLASS w i ---- -� ---- �?� OF •' • DOOR -DI F ao t~-a c% a m P. tW.W v�ixl m \\� VN WFJ Vi u0 F �N W� = Wo: 2pR�1(Ori TO w nQ.o SEP AT TO Fw F. � 13 �o N� 4„MIN. W �gg e� SD' In in G z � a= ' Lzi¢� Ct CONNECTION TYPE R RADI 5 HEADER MOUNTED q��c9-- 13 ca 13 - -I o REFERENCE ANCHOR <U(Lw PART�AL•ELEVATION to fi w 1 5DI- uy SCHEDULE FOR ,.250 SCALE 3'=1'-0" `ZQ�o 9 3 � w 28 a s SPACING `7 R 3 _ 20 .250' in W'a +4 .250' �C6 CONNECTION TYPE W F °W-• /4"0 TAPCON[7 24" REFERENCE ANCHOR a B• IB ,°10 iL -- EMBE017.H1_a1k'-.MISE•_-...--•--.__O.._. __.. .. _._SCHEDULEFOR•MAX:-._......... ..---._..._...w-- -•. -.,.1- -. ._.�._..__.._._..:. ............ ._...._..- •---.... -- -.-._...-- -.._._._. ___._ -c— - o EXISTING EXISTING CONCRETE OR x E G STRUCTURE \ BLOCK ONLY.WOOD ST. d \FRAMING&WOOD ANCHORS / EXISTING HOST STRUCTURE E W / JOT ACCEPTABLE / Op WALL MOUNT SILL DETAIL EXISTING FINISH m 1/4"MAX.FROM PIN SCALE:3"=1'-0" ATERIAL �i GUIDE TO BUSHING EDGE \\ O DECORATIVE FLOOR TRACK DETAIL O5 3R©CUT IN 4"INTERVALS .M�:iiir:. WASHER(TYP.) DIST. \\ N SCALE 13"=1'-0" TO FOR U�(E(SEE < ,at RECESS SILL DETAIL DETAIL Pt OP FOR TODITIoNAL �F�w41 O \ INFO).TYP.Top&BOTTOM. a g>L ,• i *rt�_� ap 0"® FASTENER @EACH 4"CUT `d x , qaQ oC g / \ SEE ANC OR SCHEDULE BASED �^ Ra'F ,$'� �zmD a o�y�q co�INEcnc TYPg To aw o VERIFY ANCHOR PA[ING -1$`mg Q. 1/4"MAX.FRO ! IS ACCEPTABLE 13 S' w W W W W e PIN GUIDE 70 , g BUSHING WASHER u '�tipi('%:)�' €gg � ,bb i � 81 � i i i i,la o (TYP.1 iam.- of z d / uwWUWW om 005 s t/ "MAX.FROM PIN GUIDE TO BUs LNG WASHER(TYP.) TYP.BOTTOM EXISTING t/4-20 MAgINE BOLT STRUCTURE 1 W/NUT @ 2'O.C. CUT AT INTERVALS EXISTING FINISH FORM CURVE(SEE DETAIL7P� MATERIAL I CONNECTION TYPE REFERENCE ANCHOR • . SCHEDULE FOR MAX, c 6e R SPACING(FASTENER t 1"x1"x 8"&1"'A E'CUT TO @EACH 4"PIECE a �' 6063- 6• LUM.A UU 1"77tt�1 xt/B"8���••�1 x2"�x1/B" 1' MATO A D PRO DE 5 PpaFtT 6063- fi LUMP.ANGLE CUT TO _ O CURVED TRACK SECTION DETAIL OF CUT SpUTTE€t EXTRUE ONUS M 1TSL�A�D PROVIDE R PrORT SCALE:3"=1'-0" p pp KK WwMNE O s UTTER EXTR S OIJS FRO 7❑ EXTROSIO ISE RO T AND BACK.W ERE •�- P2 CONTINUOUS REINFORCEMENT ppRO r OF EXTRUSIOpH Is ' IIID IS NOT REQUIRED. CONTINUOUS REINFORCEMENT Y" a -IS NOT REO.UIRED. _ if cl o� x---19 o ��•t, g��� s B pIECE17YoN MIN OFIT$o PER h'B 4Q1; ppPp OVp❑Mo NTING tnFmWmmLCLetNWl3aAe I� PENCETYD1,MIN.OF TWO PER 15•2338 APPROVED F STEN R{�ppNND I APP OVED F STp&R AND _ x SPACIS{G WIT A MIf�It�UM OF SVACI G WITH A MINIMUM . scptEl TWO STEN RS PER.UT TWO STENERS PER CUT. PAGFIOf pTtaN: . PIECE PIECE / /�. TYP. SECTION FOR SHUTTERSTYP. ALTERNATE SECTION FOR SHUTTERS �� P2 SCALE;3"=1'-0" -� D z ANCHOR SCHEDULE: CONCRETE 2 S(TYPJ 2 S R 11 2.S'iMXNEvBanrsTANcE TOP FLANGE NCHJ-fE FACING _5_8M UP-To 13--o" A Spans Up To 6' [SECTIO ANCiIOR LOAD CONN c9N TYPE, CONN Tfps 4 CL I CZ I C3 01 /M C6 a I cz 1 C3 1 01 da C6 cl cz C3 C4 5 CC, 1/4-ITW TAPCON OR ELM 'W AL 16-2' Imp" , 16.01.16.0-11O.S.", 1G-09130'IS.S"16.0" 6.5" 6.0" .9 9.01, ULTRACON WITH 1-314" _ . Q) 6) 0 16.0"mait 12. 12.0.16P 14.S"16,0"MO" 8.0" 13.01,%0.0"11.01,10.0. 1 x S(TYP I gcqe E SPACING 9 ji INSIDE OR(3)HEADER SILL 6.0" 7.S' W11 AAR EMBED I 1192pd MIN CONC) 72. Td-.O"16-0 TO-.0" r6-.O"TMS'i 9.5"16.0" 6.5" §-Y'-Ko-- 7Y, 8.0'. 4.w. 5.0" 6.0' q=umwmv-- 110 24.5"14.5- 6.0- --,Sl' aN' _K_0'_'7-F 4.0" 01W-T.ILA 200 M Taw,--Tv, 6,0" S,0"-X0i' V.-Si. fi.O'i S.D., L UPI It4i'4RLLENIUM MtLUAsr 48 Af!E 16.0"160'26.0"16.0"16.0"16.0"16.0"11.0" iccl,Mv R-30 14.sii 9.0" -qv. SIDE CLOSEST TO OPENING ���j WITH 1�3C/4'�ECMBEU(327SpSI 62 161!jk!E 12!E latt 16-0"15.5"16.01,16.0" 8.0" 12.0"11.01 9.0" 4.0" 5.5" 7.S'k MIN CC Bi 72 16.0"16.0"iO.W' 9.5" 16.0"134"14.5"14.51" 6.6" -Fw-1 9.S" 7.0"' 4.5" 6.5" 0:0 13.0" 6.01, 5.51, 8.01,'901 l.-O"To-, .0" NOTE- "S"INDICATES�NCHOR SCHEDULE SPACING. 9 110 13.01 0' 4.0" 4.5" 6.0. Muof '6 -200 6.51, ON; 1; 6.5'. r.5" S.S., S.5'. 5.5 SPACING DIAGRAM FOR Cl CONNECTION TYPE- 1/41'ELCO CRUTEFLEX SS4 40 16.0"16.091G.0116.0"150"16.0*' 0. Cl CONNECTION TYPE USING PIECE Q OR(g) Zia 0' . 1G.O., .1 0 W/2"EMBED(335OPST MIN _62. iffl%6.01,16.01-116.011"1G.Q." 11g.?'416.0112.011 10.51 .01,16 3.S" 701 6.511 8.0 couc) 72 B.Vl 112.01 .51, 6.0" &0" 63"19. q, 10.09 6.0" sa,I'Ko-- 9. 5.0 4.0 j.:f'j- , . L. ,1 7 /18COMBINATIaN *=iV= 200 10.0"10.0"1 SaIl"14.0" 5.0" B.011 10.0'.1 B.O.,I S.O.. 4,011,5,011 0. 5.0 4.0 2A-S-(TYP.l I / COMBINATION ul 0 1/4'I'nVTAt-CON ORELCO -r_rA T_cz C3 Of CO CI CZ I C3 1 01 IMS) C6 Cl I CZ I C3 C4 9 Z. O-COMB(NAITON UITRACON WITH 1,314- . 7.51, " S.S. IS.W' 10 0 C46)IG.O"116.0" 7.511 7.S" 16.01116.011 540" 4.511 01 isis" EMBED(3192pSt MIN CONC) 61 16.0"16.0" S.S" 5.5" 160' 6.0" 16.0"iG.O" 12.5"-,FFDW-m' 1O.S., .511 6. `0' DeaJ3192PSI ITIH CONC) 9.5. -3.-lowr 4. F72 16.0"16.0"4.511 4.5" 16.0"5.0" IS.011 0,51' - - I (b _0 r4-.O-'TUO" 1 7.3 7 M-W. 7.S" 4.S" 7.0" G. 9 TYP I 200 -F-07-KW'- 'T_-wr 6T 7.0" 6 YI 9_0` 1/4"MILLENWM MILWAST 48 ;LG.0"16.0"23.011 13.01,%6.0`1 iG.01,1G.011 8.0" 7.5" 1G.O., 9.5-- rl.-s' 4.5 4.0" 7.0" 6.5 NOTE:."S"INDICATES ANCHOR SCHEDULE SPACING.* JG.O" .0" 9.0'. B.S'i WITH 1314.E14HED(3275psl 62-lcwl .0" S.S" 16.0"10.V'14.0'19.0" 5.5" Y.O" 9.5" 7.5" 8.0" 7. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE. MIN CONCRETE) 72 16.0" TS P._FS-1. 11411=511 4.511 4.01' 7.0" 6.5"-Z-5. & C3 COVNECTIO�TYPE USING PIECE-,.IITHUTIE 200 5 5" 4 T' 1:0.il; 4.F MH Rs L rL luao�USING PIECE OR @ WITH .16 1 NCE qAl ms 114-AtL-POMW SOUD-SEC CI M CS C4 I CS I C6 CE CZ I W I C4 CS I C6 CL CZ I C3 I pq cpi ANCHOR W/7/0"EMBED& .- 1 .1 cS C6 1/4-20 SS MACHINESCREW 48 16.0.16.0 9 9 is XO.S"11.0" 3.S" 3.5" 6.5" 4.5" ANCHOR NOTES: (3000pst MIN CONC) ligp p�'!' --s" 16.01 8.0"13.5"14.5" 4.0" 9.0" 5.5" 7.01 4 4.0" 3. 1. SPAYS AND LOADS SHOWN HERE ARE FOR DETERMIMVIG ANCHOR SPACING'S *5 *"'10 B.", 1"D '-D 'CO'S" 62 7.0 14.5"16.01 S'S" W.O.. S" .01 3.5 6.5 .3.0" Yf,�LQOW ALLOWABLE S& C 0 .11. -11 S To, ,,, SHUTTER FOR SPECIFIC U)pSJrST BE rr GT 3a, So, V_ DON AOL DR3ASA BLE g 9_011 141-A-1 V Erg 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 114-ALL-POINTS SOLID-SEF 31'Him Poub ANC DIS 0 R TYP C-AN D ED G E:01,SIA OICE.SELECT DESIGN LOAD GREATER THAN OR Z� C 718-EMBED& a I cz I c3 I o4 IM)l c6 4 cl I cz I C3 C4 1plc� I CS I cl I C2. I C3 1611 CS C6 U LTONEGATNEDESMN LOAD ANCHOR W/ 1 '16.0.16.0" THAN OR 9QUALTO SHUTTER SPAR. 114-20 SS MACHINE SCREW L60 .0 14.0 13.0" 16-011 0.5" 7.511 l=="Ilmu00000 3. (3000P51 MIN CONC) w 16.0" 6. 15.0"16.0" .- 16,0"16,0" 00B.S,;'9,1" 15.0"RE 12.6" p 6.0" w I..' SEE MOUNTING SECTION Berms FOP,IDENTIFICATION OF CON ON TYPE,�O T L NBcu P PIZ to 72 16 16.0' 13.0'12.0"16.0"16.0'. 7.511 11.0"1LO'-10.51- 9.01- $5" G.D. 4. EXISTING s1gucrURE MAY Be coNcRErr,A -90 HOLLOW CONCRETE BLOCK UK WOOD FRAM1116.acrcrimllc ANCHOR R§11 C +0 110 16.0"18.01,17.01, 10.0.1%.w. 9.01 501 4.51' 5.5" 8.0' 6.5" 7.0" 4. 3.5 .5- Osi .1 UK SCHEDULE FOR PROPER 200 8.5" 7.0"14.0"13.5" 4.5" 6.5" 7.0" 4.0" 3.9 4.51- _6.5" _6.5" 7.0" 5 5.51 ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - _. MIN EDGE DISTANCE COIN11118901m,TYPE.SEE CONNECTION DETAILS FOR,IDENTIFICATION OF CO 1/4"POWERS SS DROP-IN CL C2 C3 Of C5. C6 Cl. CZ CS Of CS C6 Cl CZ c C6 TYPE. W/114-20 SS SOLT AC40 - 1 3.% ALL CONCRETE MCHORS SHALL Be INSTALLED To NoN.CRACKED CONCRETE LL r EMBED(panopsl 14IN 40 15.0"16.0"16.0" - - 16.01 2 ONLY. CONC) �2 112! .!20 7.,S" Eli 10.0"1.5 '11. 8.01, 7.01' 16.01 1 6. TfiECONTRACrOWTRESPO&SIBLETOISUI(ETHe CHORSAREINffA'LLEO 77 16.0" ss" LENGTHS I.9fl@C if Eff 11.0' S.S.. Ol E -ffo-11.0" -dEM U6Y�D,W6rd'6Crll�ltrCL"UD'EMC'C"O"OR'O"T'H'ERc"T. 5.5'. E, 200 5.5" me FINISHES, 11.11 MIN EOGB 11STAll IfIV,POWERS SS DROP-101 'C5 7. WHERE EXISTINGRUCTUREISXOOD FRAMING,WOOD FRAMING CONDITIONS %vj 114-20 Ss BOCTAND -a cz C3 ) A IS C6 a CZ C3 Of CS a Cl CZ C3 C4 VE 6.0'. .0 13.0 8.0'. C6 VARY.FIELD V THAT FASTE ERB ARE INTO ADEQUATE WOOD FRAMING is.oll%601 16.0" . D.S" MEMBERSCtIlar PLYWOOD.FASTENING TO PLYWOOD 19 ACCEPTABLE ONLY FOR "157w-.7 . SIDE fit NP?M't!l?l!MIN me "0 1" NEE�06-p 16.01!13;01_1 I IG;O" Ot URE PIECES. Yar S'10 PASTE EK 16.01, _=___-_u'_-5_5 D-FRAMINU. j - B. "'WR06TAG SCREWS FASTEN TO NARROW FACE-IF- 0- �_'•` _E-`-;-- " mWE",- SHALL BE LOCATED INCECE OF NOMINAL211 X#r%�WOOD STUD.�3�41 EDGE PDllSLrLAINCeATS A.C.ClIPTABLE FO W 0 FRA I GSCRE SHA M wS AD OR , EX& 2'MIN EDGE DISTANCE HAVE HEAD. D •vv� Ip 4112.5145 Z"EYFWALL rA C2 c3 0 CS I CS I CI I CZ I C3 1 01 1 C5 I CG 1CL Cz c3 GI CS c6 9. MACHINE SCR�WSSffhLHOVE(41(41MUIOFWZ,EtiGAGSS L 1 4 E EM g OFTHREADS IN ARMOR INSERT WIF V EMBED 01 13.0"116.011113-5"1SE 10.0" 0.0"17.6"116.0"19.5"14,51110.0" 5.0- 4,511 rls" BASE ANCHOR MD M HAVE EITHER A AN BEAD,TRUSS HEAD,OR WAFER- LuEMDORE (200apsl MIN CONC) 62 - 16.ull !J'S'l 9.0" 160110411 16,01,16.0? 6.0" S.511 12.51, 7.51,10.51, 9.51, 3.5' 3.511 sis'. S.Do HEAD(SIDEWA -BOLT), Z2338 -72 16.4"16,4" 80' ZS"-16.0" 9,y' 14.5"15.0" AO" 4.5" 9.0" 6.511 8.5-1 -7.5" 3.01. 4.Sl- 4.511 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPTABLE USES. iia 13.51113,51' 4.5" 40' 00'-Kil-TS" iilr TO'V1 Pa, Ka" o,�s.s" 1._51 WE .W DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE tCREW, PAGEME 200 -Fo-. -3.-5" 3.S" 7.01' r m 0'isi, 3.5.. 7.01. S.51.ml 3.5.1 S.S.. Nur OR WASHER WINGNUT. #jZ SMS W,2.75,,EypWALL 48 1G.0' 16._01116.01'iG.O"16.01'IG.0-TOO-FOX"11.5"11.0"16.0" 7.0" iLK 9.5" 16.01113.5"13.01J 16.011 IS.511 16.0"160 8.5!' 0.0" 16.0"11.0"13.5"12!2! s.5" 4.5" 74" 7-511 10- MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCI[OR SCHEDULE. ENDED(ZOO P -7vi ARMORINS W/2.5" 6z 16.01, --- I M CONC) 72 T6.-0"16,01,11,01,JO.S-1 16,01113.51116.0-16.0"•7.01- 6.511 11.511 9.51�11.0111 D.S" 4.5" 40 6.0" I.-a- 11. WHEN ANCHORINGTO HOLLOW BLOC SDS DRILLS SHOULD NOTBE USED To A ED F67F 16.01' 6.5"Tw_- 1o3a 9.0.1 ILO"9,511 LV 4.01, -f.-w -i.-5 V F_ DRILL INTO HOLLOW BLOCK )�b - .0 LtgOR SHO LD IMPACT DRILLS BE USED To INSTALL 5 6.0. 9.0. -i 5 CONCRETE SCREWS TO HOL WOLOCK 200 TF 7,T' 3,511j.0J4.5" 7.51, 3.5" 3.0" 4.5" • CONCRETE (CONT.) . ANCHfOI2,'SCH[EDUL.E. ••r-,,�Pp, Z,-3/16"MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE Spans Uo To 6L0" Spans Up To W-8"_ Spans Uo 7b 1300" Spans Up To 6'-0" Spans Up To B'-8" Sspans Up To 131•01,. ', �Pif. ^• , �t LOAD CONNIYPE, CONN TYPE CONN TYPE COPINTYPE CONNTYPE CONNTYPE - O ANCHOR (P6f) CL C2 C3 Gi. CS C6 CL C2 C3 CI CS C6 C1 C2 C3 C4 CS CG Cl C2 C3 CA CS Cfi Cl C2 C3 G CS C6 CL C2 C3 C4 CS C'0: x fn 5/16"1TW TAPCON XL WITH 48 16.0"16,0"16.01•16.0"160.16.0"16.0"16.0"15.0"13,5"1610"ISM"1G.O"16.0" 9.0" 8.0" SI.S"I2.5"I6,0"16.01-16.0"16.0"16.0"16.0"16.0"16.0"35.0"14.0"16.0"16.0"16.0"16.0" 9,0" 8.0" 12.0"t3. SY 1-3/4"EMBED(2899Ps1NIN 62•1G:0"1G.0"16.0"16,0"16.0"16,01-16.0"16.0"10.5" 9.5" 15.5"14.5"19n0"12.0" 6.5" 5.5" 7.5" 10.0"16.0"16.0"SG.O"16.0"L6.0"26.0"16.0"16.0"31.0" 9,5"16_0"ISO"33,5"12S" 6_5" 6.0" 7.5" 10,01 U OF�,, CONC) 72 16.o"16.0"14.0"130"16.0"16.0"16.0"16.0" 9.0" 8.0" 11.5"32.5"11.0" 9.5" 5.5" 4.5" 5.5" 8.5" 16.0"16.0"14.51113.0"16.0"16.0"16.0"16.0" 9.0" 0.0" 12.0"13.0"11.5"10.0"5.5"' S.0" 6.0" 8.5' 110 16.0"16.0" 8.5" 7,5" 10.5"32.0"10.5" 9.0" 5.5" 4.5" 5.5" B.5". 9.0" 7.5" 4.5" 4.0" 4.5"-.57- -36.0"16.0" 8.511 7.5" 10.5"12.0"iL0"9.5" SS" 4.5" 6:0" 8.5" 9.0" 7.5" 4.5" 4'.0" 4.5" 7.5'- 200 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" '9.0" 7.5" 4.5" 4.0 4.5 7.0•' 9.0" 7.5" 4.5'• 4.0" 4.5" 7.0•' 9,0" 7.5" 4.5" 4.0" 4.5" 7.5" 9.0" 7.51 '4.5" 4.0" 4.5" .7.5" 9,0" 7.5" 4.5•' 4.0" 4.5" 7.5" // 5/16"ELCO ULTRACON IYJ TH 48 16.0"16.0"SG.O"16.0 16.0"16.0"16.01-16.0"16.0"15.5"IG.O"16.0"16.0"16.0"10.0"-i.0" 12.0"15.0"FO-0"16.0"16.0"1G.0"16.0"IG.O"16.0"16.0"36.0"16.0"IG.O"Ifi.O"16.0"3G�0"11.0" 9.5"19.5"16.0" 1-3/4"EMBED(35o0psl FIIN 62 I6.0 16.0 iG.o"I6.0"16.o"16.0"16.01-16.0"32.0"11.0"16.0"Y6.o"14.0"13.0" 7.5" 6.5" B.0" 31.5"16.0"16.0"16.0"SG.O"16.0"SG.O"16.0"16.0"13.0"12.0"16.0"16.0"15.9 14.0" 8.0" 7.0" 8.5"12.5 I WE��.l oxx.p� S CONS 72 16.0"16.0"16.0"35.0"16.0"V. 16.0"16.0"10.0" 9.0" 12.0"15.0"1L5"10.0" 6.5" 5.5" 6.0" 10.0"36.0"26.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0" 9.5"13.5"36.0"13.0"13,0" 7.0" 6.0" 7.0"ILO" UW >110 16.0"16.0" 9.5" 8.0" 11.0"14.0"11_5"10_0" 6.011 SO" 6.0" 10.0" 9.5" 8.0" SO" 5.0" 8.5" 16.0"16.0"lOS" 9.0" 12.0"15.5"12.5"11.0" 6.5" SS" 6.5"10.5"10.5"eS" 5.5" 5.0" 9.0.1 foo 2"d 8 200 9.5" 8.0"5.0" 5.0 8.5" 9.5" 8.0" SO" 5.0" 8.5" 9.5" 8.01, 5:0" 5.0" 8.5" 10,5" 8.5" SS" SO" 9,0" 10.5' 0.5" 5.5" SO" 9.0"10.5" 8.5" S,S' SO" 9.0" /b` $M`^W o m `" E 3/4"POWERS TAPPERt W/ MIN EOGEDISTANCE 3"MIN EDGE DISTANCE LZU N�x3 13/A"EMBED(3000P51 MIN CI. C2 C3 CA CS C6 Cl C2 C3 CA CS ffC6C1 C2 C3 C4 CS C6 C1 C2 C3 C4 Cs C6 CL C2 C3 C4 OS 1,C6,1 Cl CP. C3 C4 CSNCONC) 48 16.0"16.0"10.0"100"SGO"10.5"16.0"16.0" G.0" 6.0" 16.0" "11.0" G,5" 5.0" 1fi.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"11.0"10.0"16.0"13.0"36,0"16.0" 6.5 6.0" 10.0" 9.0"62 16.0"16.0" 7.D" 7.D" 16.0" 8.0" 13.5 14.5 4.5 4.0 9.0 " 16.0"12_5"12.0"16.0"14.5"16.0"16.01, B.0" 7.0"13.5"10.0"11.5"10.5" SO" 4.5 6.5 7.0" o W 72-16.0'1 36.OD•6.0"-•-5,511 16.0'-'-7.0'-'.11.0='11.0" -6.5"_.5.0"'..6.5!' S.5". 16_0!!16.0"10.5!!.9.5!!16.0!'12.5!!16.0!!16.0.. 6.5!!,. ,__ N -_ b 110 10.0"10.0" 4.5" 6.0" 200 5.0.1 4.01' 6.0 ANCHOR SCHEDULE: HOT-LOW CONCRETE BLOCK G m 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE ' f 'Spans Up Tp 6LO" Spans Up To W.B., Soaps Up To13'-0" Spans Un Tb 6'-0" Spans Un Tb 800" Spans Up To 13'-011 - W•�� LOAD CONNTYPE CONN TYPE CONNTYPE CONNTYPE CONNTYPE CONN TYPE �aggd o ANCHOR (P") C1 C2 C3 CA CS Ci C2 C3 C4 CS CL Cz C3 04 C5 CL C2 I C3 CA C5 CL CZ I C3 I C4 I CS CL C2 C3 C4 C5 I.Qg am i 1/4"IhW TAPCON W1TH 48 7.5" 7.5" 3.0" 3.0" 7.5" SO" 5.0" 5.0" 3.0" 3.0" 10.5"10.5" 6.5 6s"10.5" 7.0" 7.0 3.5" 3.5" 7.0" 4.0" 4.0" W rn m t 6.0" 3,5" 4.0" 8.0" 8.0" 4S" 40" 8.o" SO" SS" 3.5" 3.0'• ANCHOR NOTES:SEE SHEL•T O�,j j T 1-1/41 E14DED 62 G.0" 6.0 10 FORANCHOR NOTES. // 9.5" 3.0" 3.0" 7.0" 7.0" 3.5 910" 6 0" 4.0" 4.0" �3 1 SYO 30" 3.5" f '• 200 / r� �� 1/4"ELCO UL7RACON YlITH 48 iL5"SY.S" 6.5" 6.5" U.S' 8.0 8.0"/ 7.5 4.5 4.5 I1.5"11.5" 6.0" 6.0" 31.5" 8.0" 8.0"��/ 7S" 4.5" 4 V. 45.55" 9.5" 97...05" 9.0" 4.0". 4.0" 9.0" 5.5" 1-1/4"EMBED 62 7.5" 72 . S 110 4.0" 1/4"MILLENIUM MILLFAST 48 14.0"14.0" 6.0" 6.0"14.0" 9.5' 9.511 9.0" 5.5" SS'00 ." 15.0"10.5"1D.5" -- !v ANCHOR IV/1-1/4"EMBED 62 10.5"10.5" 4.0 4.0 0.5 G.5" 7S" 4.5� Q• 10.0"1.0" .0 ' S.0" 72 9.0" 9.0" 8.0" 5.5" 5.5° SS" SS" 110 5.o" So, 200 3-1/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE , LLQ" m I/4"AU POINTS SOL10•SEF CL C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 U C5 CI C2 C3 C4 CS CL C2 C3 G CS CI C2 C3 C4 CS ;p ANCHOR W/7/6"EM110CD& 4B 13.5"13.5'-' S.5" 5.5" 13.5" 9.5" 9.5" 3.5" 3.0" 9.0";S"I" . 5.5' 3.0" 16.0"16.0" 9.5" 9.5" I6.0"16.0"16.0" 6.0" 5.5" 16.0"9.5" 9.5" 3.5" 3.0" SS" g 1/4-20 SS MACHINE SCREY! G2 10.5"10.5" A.0" 4.0" 10.5" 6.5" 7.0" 4.5" .5 3.5" 11.5"12.511 4.0" 4.0" 8,011 6. G.0" 3.5" 9.0 9.0" 3.0" 3.0" .0 3.D" o 09S 4.5" 4.5" u 1� 110 5.0" 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE _ S116-ITW TAPCON XL WITIf CL C3 CA C5 CL C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 E4 CS Cl C2 C3 04 CS Cl C2 C3 C4 CS o x r p x 1-3/4"EMBED 16.0"116.0"111.5"1 11.5"16.0"12.0"12.0" 6.5" 6.0" 11.5" 6.5" 7.0" 4.0" 4.01' 48 13.0"13.0" 8.0" 7.5" 13.0" 8.5" 9.0" 4.5" 4.0" SS" 4.5" 6z 1Y.5!!11.5!'.6.5'!.SS!' 10.0'!.6.5!'..7.0!!4.0.'!. A.0'_' A.0"_. _ 4.0" Dee 6F.,� 200cwt gp ' 1-9/16"MIN EDGE DISTANCE 3-1/e"MIN EDGE DISTANCE 3 SJl6"ELCO UL7RACON WITH CI C2 C3 GI CS ri C2 C3 C4 CS Cl Cz C3 C4 CS CI C2 C3 CA CS CL C2 C3 Ol C5 Cl Cl.• C3 d CS rc )1 R 1-1/4'1 EMBED 48 10.5"10.5" 5.5" 5,5" 10.5" 7.5" 7.5" 7:0" 16.0"YG.O"10.51-10.5"16.01-I2.5"12.5" G.0" 5.5" 12.5" 7.5" 7.5" tOPY0E0DC(<L886'NIOOP.E 8.0 5.0" 5.5'• 9.0" 6.0" 5.0" • 62 B.o" e,D" 15.2338 72 7.0" 7.0" 6.011 1L5"12.5" 6.0" 5,5" 11.0" 7.5" 7.5" SCALL .. �. 110 PACHowwT1oN: 6 z9D E yf'�II Ile➢ t ANCHOR SCHEDULM HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: WOOD (G=0.55) --TLID Imn 2"MEN E cli afIV,MEN EDGE Dl spans up TO W-01, Spow Spans LIP T.%V-0" Spalls lip T.a,all Sp 0.14 LX)AD Cm rife HNTYFE Cpsfl SpOnsUl0b 6' LOAD CONN UPS CONN Type CcHN'TYPc ANCHOR C r coo 11pj ANCHOR 051) Ct I H CIL CZ I C3 I CA s I Cl C2 1 C3 I C9 E; ClCL I CZ I CS I Cl -CS tq C2 1 C3 I (x CS rA I Cz C3. cd Cs CL, cl C3 rA CS 1-/-4g LAG-SCREW WITH 1--B/-4-' 40 111.5"llul.T 115.0"115.0"17.5"17.0" QTJ 4.5"IMO" Z fcaE 10.51,11041, 4. v, 60, MIN THROAD PENEMTION 114"POWERS PER-1.W 48 iss,15.511 GZ 8.5"1 S.W. la P, 0TqED 62 12.01,17-01, 4.5"1 4.S*' 7.5" 8.0" S&I 4.5- 116-VF16.01 5.5"15.5"110.0"(16.090.59 3.5"13.5"19.5 ju -- -i- 72 17.01117o-' 11G.0916.0"I 4. '.1 "W37-rro-.911 a S" 6.01, 6.01, U==AXft- 110 .5" 4.0' S'I'I 4.S"11S.O"114.0 3A"13.0"17.5" - V S.S., 114 . 301 2.V 7,5u fIl.Vf 9.5- 2.5" 2.01 C.01, 110 200 2.51, 2.0" 1 51, 90-' 20" 2.0"16.0'ILS" 9.5"12.5" 2.0" 6.0- w4vxt :72FO--D-yrooffiffil 7/16-WOOD BUSHING WM -48 .51, 1 13.0- 13.01,13.01, 0.01, 12.5" 70, 7.5"13.0"1 3.0"'N'.3"t 9151, 9.sl 113.0" Sis"15.0"113.0, 7.5V 74"1 SO 3.0" 4.S" C-1 wiz-sMSwl 2"EYFWALL 48 16.01,16.01, 5.01, 03,,MIN*EmeRD-8,-l74;20,* sz 'G;5"..6.0, 1*9:511,110.0111,4.101,13.6,116:51, 21 0ARMOR XNSERTW/1-1/4" 62 14.9 14.5" 9.51, 10.01, 4.0. 3XI 60, S.0" 4,5"W 3.0 SS MACHINESCRew% 72 S.V 7. 7", 3.5- 3.011 4.5- 4.S" 3.5011 Zoll, 2.0" EMBEO 72 12.5-"12.5" 7.5' 7.5' 3.0" 3.0" 4.5" 4.51 -,To--Fw-1 'T-oa 4.011 3.5-- 0 L cmm %10 40' 3.5"ip 2,0" 3,5"it S.V, 200 3.5" lo-r 3.5., 3.0" #14 Sflgi V14 WOOD SCREW 48 CRff4' OWERS%,PPER,+ 16.0" 6.0'. .0t. .0t. 62 .0t. ANCHOR SCHEDULE'. GROUT-MLED CONCRETE 13LOCK Wlj,&lg3AjrIN T EAD mk 1w UP .0t. Ell,12,5" -72- ISO 1601 5.01, S.O"12.0"U.S.10.0', -pmmnb� lio 11,011 9.51, 3.0i 30, TO-,T51-1 V'MXM EDGE DISTANCE 200 9.0" 7.6" 2.5" 2, 9.0" 7.5" Spans Up To r'-D" SpanUolbilLa" Spans Up To 13"" Q & ANCHOIL 0EIAD NN*IYPCCONN CoNowpa so Ci I Cz CA Cs Cl, I LZ C3 1-C4 1 Cs Ci CZ I C3 C4 CS ANCHOR SCHEDULE: WOOD (G=0.42) VflG`TI[W TAPOON XL Wl 48 16.0"16-0"16.0"16.0"16.0"160 16-0 2,114 MIN.EMBED 6Z 16.01 16.0"PR!T.4"16.0"I6.0"To7op ims--ii.s,lGo,16.0"iso" 8.0" 7.0" 10.0" 6.5" 5.5'. E.O., 3/,Vl MIN EDGE DISTANCE 72 160'IM"16,0"I5X1,160-16-0"16.01,16.5" 9.5"JE:r 14.S"12.5" Spon,-UPlb 1TQ" 63-11-K-S' 7.5-12.0"100' sx, lo, I span.Up T.61 Spans Up To R&S" no 16.01,iG.011,10.01, 9.0" 14.0"14.5"12.5' ANCHOR OJHNlYPE OoNN*EYPE 200 12.0"n.011 SX1 4.511 CuWl 1LO"10.0" 6.0" 120%0.0" 5.511 4.51, 6.01. Cl Cz I C3 I Ol rs CL I Cz 1 C3 1 ol I CS m I ca 1 C3 1 01 1 Cs ISM-%.V f-O--FS"1 0" 9-5" 9 601 -J� S Jf4"LAG SCREW Van(1-3f4 48 116.011116.0"19.0"19. 7.�16; 0 U�,(,RACON IV/ 16,0" 13,S"lBoWt 1.6.0 .5 111 J/ EMBED 61.1 62 116.0-116.0"1 G.5-I G.S,. 4.b" 4.0"113.5"IILS"110.5"I 2.5"12.5"16.011 1 44CIN.IS-ISED 6 U&I 16.0" 9.5" GX' 16.0"12.0"12.5" 5.51, 5.01, 0.01, S MINTHRUAD PENE=710N I 6Y 6 16.01-TS-"-TW'-140' S" O.W. 72 16.0ul VVE 8.51, T.-s" d==AftP- j . 9 110 8. 110 IS.01 0 .01, 9.01-10.01,12.011,1Z.VIS.01" 7.5" Y l0 200 7.9, a. 2.0. M& A.n- 200 2" INEDGE DXBrANCS 16,0„11.0"11.51,3.5' 3.5' 7.0- m a a C2 C3 Cl CS 16`0 16" 16.0" 6.0" 4.01 9.51, &01 U, 4.5" -C� !L LI CZ _C3- •ol cs CL I -W 1-GUFRINN TH'a'RAF el I ISO""T4.0":1. "I V]�.o- 012SKSWIVEYEWALL 48 16.0"ION"J.U.b" 0,�-16.0"IG.V=IG�0". PENETRATION ARMOR IHSERTWJ'2'f!M9ED - T6,a-leo, 16 4mlam T " .012.5 0 15.0"1 d.5"12.0"WZZM S.0" 4.S"11 V 72. 16.0 6.0" 6-5 -s, 3.5" 110 TL IM 200 6.0" 0. OR EE H IET LrUh%%LCVX= Nowlt NOTES, 1S-2338 • 'A SCALE: - - P GE REP .. lliiwirrl ROUND WINDOW • ASSEMBLY • EDGE OF 12"MIN FROM - SHUTTERBLADES EDGE OF SHUTTER, EDGEOFACCORDION TOP OR BOTTOM SHUTTER BLADES Tlf o.12s• -o', UI ST OF 0.032" 0.032"�F t �f��• !@$$p}+I 0.196,d i i � I =o g 3 u 1 3.5"MIN p 2.875"�HOLETO RECEIVE ROUND TYPICAL u ( m Z e°o ~• WINDOW ASSEMBLY yV�m w b2 ci 2.875" -}I-0.188" ROUND W NOOWT0 MBLY) CIA g� x 03.250° �1 C MAXIMUM of 3 WINDOWS w_, PER•EVERY-EVERY --_._._.__ ._..;___.--__'—__'-_—_.._. d a A NT.S. SABICPLASTICS SLX14317ULr94HB LIGHT—N"VIEW WINDOW WINDOW -' ROUND WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV R . t 12"MIN FROM Fa c i EDGE OF SHUTTERL, EDGEOFACCORDION' e•�LI¢. A T'qP OR BOTTOM $HUTTERBLADES �y 06som RE�TANGULAR ( �dzm 6! g WIOOWASSEMBLY �. BLADE W/ ROUND WINDOW ,Q �3 N.T.S. EXTERIOR ELEV ___2.2j0, m EDGEOFACCORDION I --f s SHUTTER BLADES tO a a m 0.145" 1.7.10" 0.145" S o 0 3.5"MIN fl � L TYPICAU � e o o � o .500PX6.000" OLE o o 1 RECEIVE RECTANGULAR WINDOW ASSEMBLY) ,. Pu y� MAXIMUM OF 3 WINDOWS =s 1.500•x 6.000"HOLE(TO RECEIVE h .161" PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) E i s .ozo" 3 RECTANGULAR WINDOW a� o.' a t - 5111 a O O o i3 N.T.S. EXTERIOR ELEV gW $tgQgg ta 118, I— -- DTA. (INT.) G t •-_: -RECTANGULARWINDO.W:._—..__._._.-.___. - _- .... - - ( - 45 _--_._._ 1 GU INOTES: . . _. ...__..: . . _�..._. �__._...___.__..._ --_..._. _.__._.._. _ �—�.5"'MIN:,-..--_ A =: -• - EXT,) .. ..,••-f �. RECTHERECTANGULARWINDOW�SHOWN�IN=.�-"-;_.�'_-=• TYPICAL r-- ASSEMBLY � 5/13 IS MADE FROM GE XLIO LEXAN WITH i O 0.355" 0 0.075"MINIMUM THICKNESS, 000 ��� 2. FRAME FOR RECTANGULAR WINDOW MAYBE NYLON 6 OR POLYCARBONATE WITH A , ° 0.145 ' MINIMUM THICKNESS OF 0161ATTACH COf'!'NUIRfBp.BENMUBP.E { TO BLADE WITH(6)r14 SS SCREWS OR X5.3 3g BOLT'S WITH NUTS, scaLBt SECTION A-A Pa�BBlnupr3ax� 4 BLAQE W/ RECT. WINDOW 5 RECTANGULAR WINQOW. " EXTERIOR ELEV j3 N.T.S. EXTERIOR ELEV 13 N.T.S. ll V N n